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Home My WebLink AboutW-427701NE 7th Ct I� NE 7th St Z �a NE 7th St NOT TO SCALE NF 6th 0- � s I I , PI 0 "T 6th pl -1 a NE NNE 6th PI z a SITE n NE 6th St � w t NE 6th St Z 0 m LL NE Sth Ct > w W Sth pi a NE Sth Ct v s z ° n o u D NE Sth St NE5thN 2� s NE 4th PI o� A a �E, NE 4th Ct ;t s VICINITY MAP GENERAL SITE DEVELOPMENT 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 WORK. 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. TEBALDI ENGINEERING, LLC ASSUMES NO LIABILITY FOR THE ACCURACY OF PUBLIC RECORDS OR RECORDS OF OTHERS. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT TEBALDI ENGINEERING, LLC, 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 AUTHORITY HAVING 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 OF THE AUTHORITY HAVING JURISDICTION 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION OR AS REQUIRED BY THE AUTHORITY HAVING JURISDICTION. 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 72 HRS MIN. 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 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. STRUCTURAL BMPs MUST BE ACCESSIBLE FOR INSPECTION BY THE AUTHORITY HAVING JURISDICTION DURING REGULAR BUSINESS HOURS. 12. 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 TEBALDI ENGINEERING, LLC AT COMPLETION OF PROJECT. APPLICANT GOFEASIBILITY PO BOX 1176 SUMNER, WA 98390 ENGINEER: TEBALDI ENGINEERING, LLC PO BOX 121 SUMNER, WA 98390 TEL: (206) 450-5096 CONTACT: CHRIS TEBALDI, P.E. SURVEYOR: BBA LAND SURVEYING 12014 SE 157TH PL RENTON, WA 98058 TEL: 206-406-1257 GASPAIRE SINGLE FAMILY RESIDENCE -FRONTAGE IMPROVEMENTS EX. ROW LINE INSTALL CATCH BASIN INSERTS AT NEAREST DOWNSTREAM CATCH BASIN / (TYP.) EXISTING SDMH RIM=416.33' I IE(N)=409.38' 8"CONC o IE(W)=409.23' 12"CONC N ---- OH I II OZ I �---- SD -- -- SD ---- CORE DRILL AND CONNECT TO EX. SDMH it IE=409.23 (12") I I I UTILITY CROSSING ' �I IE=412.5f (8" W)----W------ ----- I W-I T.P.=410.48 (12" SD) MAINTAIN 18"-ithlN. SEPARATOW IF 18" MIN. SEPARATION IS NOT POSSIBLE I CONTRACTOR TO INSTALL ETHAFOAM At II CROSSING TO SATISFACTION OF CITY � OF RENTON INSPECTOR 19 LF 12" PVC SDR-35 SD ® ^.70% �j CATCH BASIN #2, TYPE 2�:a48" W/SOLID LID �- - STA. _Cj_+8237 0' RT RIM=417.10 IE=409.75 (12' E, N) SEE DETAILS O�N SHEET 4. 44 LF 12" P C SDR-35 LSD ® 9.10% CLO INTERSECTION SfA. 10+00 (6TH) LIMITS OF (TYP.) 0 PORTION OF SECTION 9, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. CITY OF RENTON, STATE OF WASHINGTON Ul � Z W Q.1,111AI I /1A 11 MAf IA1 IK.111111 I. /-EX. FIRE 4YDRANT SEE DETAIL ON SHEET- 2 __ 4!18`Q4 - kir PROPOSED ADA RAMP. SEE DETAILS FL01 ' , ON SHEET 5 0 CATCH BASIN #3, TYPE 1 W/STANDARD GRATE STA. 10+26.63, 29.45' RT RIM=418.04 418.76 IE=414.00 (12" N) BACK OF L SEE DETAILS ON SHEET 4. PROPOSED TYPE 3 BARRICADE o_ PROPOSED SSCO RIM=419.0f\0 IE=410.00 (6") \ v SEE DETAIL ON SHEET 3 7 LF 6" PVC SS @ 2.00% 0J 0 0 I � VERTICAL CONTROL Pn 45 BEND a p c 15 LF 6" PVC SS ® 2.00% ao , v .. T VERTICAL DATUM: NAVD88 ELEVATIONS SHOWN ON THIS DRAWING WERE DERIVED FROM INFORMATION PROVIDED BY CITY OF RECENT SURVEY CONTROL DATABASE LOCATION: COR NO. 1503 - CONCRETE MONUMENT WITH BRASS PLUG, DOWN 0.7' IN CASE, AT THE INTX. OF NE 4TH ST AND UNION AVE NE ELEVATION: 401.019 FEET EXISTING TOPOGRAPHY/SURVEY INFORMATION NOTE: THESE DRAWINGS HAVE BEEN PREPARED BASED ON TOPOGRAPHIC SURVEY PREPARED BY BBA LAND SURVEYING DATED OCTOBER 2021. TEBALDI ENGINEERING, LLC DOES NOT WARRANT THAT THE TOPOGRAPHY SHOWN ON THESE DRAWINGS IS REPRESENTATIVE OF WHAT IS CONSTRUCTED. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE WITH THE OWNER TO HAVE ALL IMPROVEMENTS FIELD VERIFIED PRIOR TO CONSTRUCTION. DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO WORK. TEBALDI ENGINEERING, LLC PO BOX 121 SUMNER, WA 98390 (206) 450-5096 LEGEND o = FOUND REBAR W/CAP O = FOUND IRON PIPE ® = FOUND MONUMENTIN CASE ® = BOLLARD CB ❑ = CATCH BASIN } = CULVERT FH C( = FIRE HYDRANT Gv D4 = GAS VALVE 0 = LUMINAIRE o = MAIL BOX PPS = POWER POLE G�LPA = UTILITY POLE ANCHOR Os = SANITARY SEWER MANHOLE TR ❑ = TELEPHONE RISER WWI® = WATER METER Qw = WATER VALVE = GRAVEL DRIVEWAY = CONCRETE = ROCKERY = TEMPORARY BENCHMARK (TBM) �_ 43524 �� s �C/ S T �R, \�� S/0NA L ECG 2/12/24 3 IREVISED PER CITY COMMENTS CMT 2 REVISED PER CITY COMMENTS CMT 1 REVISED PER CITY COMMENTS CMT NO. REVISION BY - OH ----- OH -- OH ----- OH --- OH ----- ICKENED EDGEAl -OH ----- OH ----- OH�----- OH -- I EX. PAVEMENT FLOWLINE- - EX. POWER ruLt Q _ _ TO REMAIN I I I I I \ -i ---i---W----- W----- W----- W ----- W pti--W----- W----- W----- W-----W I II -�- I I 6TH S � ,9- : of I I n I L_ j M IdNT ti M N F F;OR W 418.8± o p ' M.E. 0 . . N ,8$'5721' W. 861.a4 1•�(8n1.37' MEAS.) �. . . . . . . . . . . . . . )INT V�. . . . . . . . . ; NEIGHBOUR,HOQD WATCH . •,.,• . \ )IN . _ LIMITS • OF CLFARINGI o (TYP.) .44 I 41 WLINE PROPOSED.ADA RAMP. SEE DETAILS FLCON SHEET 5 •PROPOSED 16' WIDE CEMENT oy CONCRETE DRIVEWAY APPROACH SEE DETAIL ON SHEET 2 PROPOSED WATER METER �y AND SERVICE. 1-INCH WATER METER INSTALLED BY a X----ITY-0E-RENTON. SEE DETAIL ON SHEET 2 0 PROPOSED 5' WIDE SIDEWALK SEE DETAIL ON SHEET 2 / PROPOSED TYPE 3 BARRICADE )I oy / 419.16 ALK BACK OF WALK PROPOSED ROW LINE �y / I , I \ --/ x I ` \ oy x \ LINETYPE LEGEND G GAS PAINT LOCATE T TELEPHONE PAINT LOCATE W WATER PAINT LOCATE -0-0- CHAIN LINK FENCE 0 o WOOD FENCE EDGE OF ASPHALT TOE OF SLOPE TOP OF SLOPE SITE LEGAL DESCRIPTION -- 0-�--- OH --- OH ---- - - EPP \ A Ir1TC�►. 1. INSTALL UTILITIES PER STANDARD DETAILS ON SHEETS 2 THROUGH 4 THAT PORTION OF THE NORTH 130 FEET OF THE NORTH HALF OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER IN SECTION 9, TOWNSHIP 23 NORTH, RANGE 5 EAST OF THE WILLAMETTE MERIDIAN, LYING WESTERLY OF A LINE DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE NORTH LINE OF SAID NORTH HALF WHICH BEARS NORTH 88° 57'11" WEST 540.45 FEET FROM THE NORTHEAST CORNER THEREOF; THENCE SOUTH 0°22'15" WEST TO THE SOUTH LINE OF SAID NORTH 130 FEET AND THE TERMINUS OF SAID LINE. EXCEPT THE WEST 60 FEET THEREOF. SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON BBA LAND SURVEY osa� 2/12/24 CMT CHAT 1 1 /25 CMT °` CHAT 10/21 CMT CHAT DATE APPR HOF0 1'-10' VERT. N/A mmi "mm DATU M 0 Know what's below. p Call before you dig. ® Dial 811 W- 4 2 7 7 01 R- 4 2 7 7 01 Or Call 1-800-424-5555 UTILITY CONFLICT NOTE: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTIILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. 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 VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT THE ENGINEER TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. IN COMPLIANCE WITH CITY OF RENTON STANDARDS Surface Water Enginering DEVELOPMENT ENGINEERING c � IL JFarah 07/11 /2024 0 yqi 07/10/2024 ' REGIONAL FIRE AUTHORITY eNTo WATERABDOUL UUTILIITY FWASTEWATER UTILITY APPROVED d � ell 07/11 /2024 cthomas 07/11/2024 4<FIPEa< CITY OF GASPAIRE SFR OFFSITE IMPROVEMENTS RENTON Planning/Building/Public Works Dept. GASPAIRE FRONTAGE IMPROVEMENT PLAN 39XX NE 6TH STREET 2/4/23 iL• 0 141 0 0 N U HOF0 1'-10' VERT. N/A mmi "mm DATU M 0 Know what's below. p Call before you dig. ® Dial 811 W- 4 2 7 7 01 R- 4 2 7 7 01 Or Call 1-800-424-5555 UTILITY CONFLICT NOTE: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTIILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. 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 VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT THE ENGINEER TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. IN COMPLIANCE WITH CITY OF RENTON STANDARDS Surface Water Enginering DEVELOPMENT ENGINEERING c � IL JFarah 07/11 /2024 0 yqi 07/10/2024 ' REGIONAL FIRE AUTHORITY eNTo WATERABDOUL UUTILIITY FWASTEWATER UTILITY APPROVED d � ell 07/11 /2024 cthomas 07/11/2024 4<FIPEa< CITY OF GASPAIRE SFR OFFSITE IMPROVEMENTS RENTON Planning/Building/Public Works Dept. GASPAIRE FRONTAGE IMPROVEMENT PLAN 39XX NE 6TH STREET 2/4/23 iL• 0 141 0 0 N U