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HomeMy WebLinkAboutzR-4165SetJ J N n N N CD N N rn 0 i L0 i 0 0 In / 0 0 Ili CD i Z Bn HORIZONTAL DATUM - BASIS OF BEARINGS: Lo A LINE BETWEEN CITY OF RENTON HORIZONTAL CONTROL POINT NO. 1099 (A 3" FLAT BRASS DISK (9 WITH PUNCH MARK ON CONCRETE POST MONUMENT AT INTERSECTION OF S. 128TH ST. AND 84TH AVENUE S.) AND CITY OF RENTON HORIZONTAL CONTROL POINT NO. 1896 (A 1" REBAR WITH CAP IN 10" MONUMENT CASE AT INTERSECTION OF TAYLOR AVENUE NW AND NW 4TH STREET) TAKEN AS CDNORTH 65' 01' 50" WEST. VERTICAL DATUM - NAVD88 NGS BENCH MARK BRASS DISK STAMPED "R 462 1973" IN TOP OF SOUTH END OF GUARDRAIL ON LOGAN AVENUE BRIDGE OVER THE CEDAR RIVER NEAR ENTRANCE TO RENTON AIRPORT. CITY OF w RENTON VERTICAL CONTROL POINT NO. 2120 (PAGE F3-6) ELEV. = 40.551 FEET DATES OF SURVEY: FIELD SURVEY BY BARGHAUSEN CONSULTING ENGINEERS, INC. CONDUCTED IN NOVEMBER, 2012. ALL MONUMENTS SHOWN AS FOUND WERE VISITED AT THAT TIME. c, PROCEDURE / NARRATIVE: J A FIELD TRAVERSE USING A TOPCON QS ROBOTIC AND A TOPCON GR-5 GPS SUPPLEMENTED J WITH FIELD NOTES, WAS PERFORMED, ESTABLISHING THE ANGULAR AND DISTANCE RELATIONSHIPS BETWEEN THE MONUMENTS, PROPERTY LINES AND IMPROVEMENTS. THE RESULTING DATA MEETS C= OR EXCEEDS THE STANDARDS FOR LAND BOUNDARY SURVEYS AS SET FORTH IN WAC 332-130-090. Q CALCULATED LEASE AREA: C/D 80,852t SQUARE FEET (1.856t ACRES) O TAX ACCOUNT NUMBER: pp PARENT: 072305-9007 SITE ADDRESS: CY) 289 EAST PERIMETER ROAD Ln RENTON, WASHINGTON 98057 LO L0 FLOOD ZONE CLASSIFICATION: DESIGNATION OF THE FLOOD ZONE IS SCALED PER FEMA FIRM MAP NUMBER 530033CO977 F, PANEL 977 OF 1725, EFFECTIVE DATE MAY 16, 1995: w U 1. ZONE AE - BASE FLOOD ELEVATIONS DETERMINED pp 2. ZONE X (SHADED) - AREAS OF 500-YEAR FLOOD; AREAS OF 100-YEAR FLOOD WITH AVERAGE DEPTHS OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS THAN 1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 1% ANNUAL CHANCE FLOOD. 3. ZONE X (NO SHADING)- AREAS DETERMINED TO BE OUTSIDE 500-YEAR FLOODPLAIN MAP DOES NOT PURPORT TO INDICATE ALL AREAS THAT ARE SUBJECT TO FLOODING. ZONING INFORMATION: MEDIUM INDUSTRIAL (IM) ZONING DESIGNATION PER CITY OF RENTON MUNICIPAL CODE SETBACKS: FRONT 15 FEET (*) REAR 0 FEET INTERIOR SIDE YARD 0 FEET STREET SIDE YARD 15 FEET MAX BUILDING HEIGHT NONE (**) (*) 50 FOOT SETBACK REQUIRED IF ABUTTING A RESIDENTIAL DISTRICT (**) SUBJECT SITE IS LOCATED WITHIN THE AIRPORT INFLUENCE AREA, SAFETY ZONE 5 AND/OR 6 "SIDELINE APPROACH/DEPARTURE ZONE" AND/OR "TRAFFIC PATTERN ZONE". HEIGHT IS RESTRICTED IN THIS AREA BY THE FAR PART 77 SURFACE AREA. PARKING: 11 REGULAR STALLS 1 BARRIER FREE STALL NOTE: OTHER AREAS NOT SPECIFICALLY STRIPED ARE USED FOR PARKING VEHICLES. DATUM NGVD 29 FEMA FLOOD HAZARD DATA NEAREST 100 YR FLOOD ELEVATION = 19.0t (FIRM MAP NO. 53033CO977 MAY 16, 1995) PROPOSED BUILDING FINISH FLOOR ELEVATION = 31.80 THE SITE IS NOT LOCATED WITHIN THE FEMA 100 YEAR FLOOD PLAIN SURVEYORS NOTES: 1. THIS SURVEY REPRESENTS VISIBLE PHYSICAL IMPROVEMENT CONDITIONS EXISTING IN NOVEMBER, 2012. ALL SURVEY CONTROL INDICATED AS "FOUND" WAS RECOVERED FOR THIS PROJECT AT THAT TIME. 2. UTILITIES OTHER THAN THOSE SHOWN MAY EXIST ON THIS SITE. ONLY THOSE UTILITIES WITH EVIDENCE OF THEIR INSTALLATION VISIBLE AT GROUND SURFACE ARE SHOWN HEREON, ALONG WITH UNDERGROUND UTILITY LOCATIONS AS MARKED BY AN OUTSIDE CONTRACTOR. UNDERGROUND UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY. UNDERGROUND CONNECTIONS ARE SHOWN AS STRAIGHT LINES BETWEEN SURFACE UTILITY LOCATIONS BUT MAY CONTAIN BENDS OR CURVES NOT SHOWN. 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 AND THE ACCURACY OF THE UNDERGROUND UTILITIES SHOWN HEREON.. 3. ALL DISTANCES ARE IN FEET (U.S. SURVEY FEET). 4. THIS SURVEY REPRESENTS A PROPOSED LEASE AREA AND DOES NOT CONSTITUTE A LEGAL LOT. 5. THIS SITE LIES WITHIN THE BOUNDARIES OF RENTON MUNICIPAL AIRPORT AND IS SUBJECT TO ALL RESTRICTIONS APPLICABLE THERETO. 6. REFERENCE MAPS A. SURVEY BY DUANE HARTMAN AND ASSOCIATES SHEET C8, DATED 1/16/2006 B. LEASE SURVEY BY WH PACIFIC, JOB NUMBER 37888, DATED 6/4/2012 CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR OBTAINING PERMITS FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES FOR REMOVING AND REPLACING ALL SURVEY MONUMENTATION THAT MAY BE AFFECTED BY CONSTRUCTION ACTIVITY, PURSUANT TO WAC 332-120. APPLICATIONS MUST BE COMPLETED BY A REGISTERED LAND SURVEYOR. APPLICATIONS FOR PERMITS TO REMOVE MONUMENTS MAY BE OBTAINED FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES, OR BY CONTACTING THEIR OFFICE BY TELEPHONE AT (206) 902-1190. WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES PUBLIC LAND SURVEY OFFICE 1111 WASHINGTON STREET S.E. P.O. BOX 47060 OLYMPIA, WASHINGTON 98504-7060 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 THE CONTRACTOR, PURSUANT TO THESE REGULATIONS. THE APPROPRIATE FORMS FOR REPLACEMENT OF SAID MONUMENTATION SHALL ALSO BE THE RESPONSIBILITY OF THE CONTRACTOR. UTILITY CONFLICT NOTE: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH 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. THIS SHALL INCLUDE CALLING UTILITY LOCATE AT 811 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 NOTIFY BARGHAUSEN CONSULTING ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. HORIZONTAL CONTROL NOTE: CONTRACTOR SHALL HAVE ALL PROPERTY LINES, CURB, SIDEWALK, STRUCTURES, CONCRETE PADS AND ANY OTHER ABOVE GROUND PERMANENT STRUCTURE DEPICTED ON THESE PLANS STAKED FOR CONSTRUCTION BY A LICENSED SURVEYOR. LICENSED SURVEYOR SHALL STAKE ALL ITEMS USING COORDINATE GEOMETRY (RECTIFIED TO SITE CONTROL) CONTAINED IN CAD DRAWING FILES PROVIDED BY BARGHAUSEN CONSULTING ENGINEERS, INC. IT IS THE CONTRACTOR'S RESPONSIBILITY TO RETRIEVE LATEST CAD FILES FROM BARGHAUSEN CONSULTING ENGINEERS INC., REFLECTING ANY ISSUED PLAN REVISIONS. BARGHAUSEN CONSULTING ENGINEERS SHALL IMMEDIATELY BE NOTIFIED OF ANY DISCREPANCIES PRIOR TO THE START OF CONSTRUCTION. Barghausen Consulting Engineers, Inc. 18215 72nd Avenue South Kent, WA 98032 425.251.6222 barghausen.com S1'36'44"W 43.05'- i' 1 0�� NO ►�U o I 6 n COVER SHEET FOR BOSAIR, LLC N NE1/4, OF THE NE1/4 OF SEC. 18, TWP 23 N., RGE 5 EAST, W. M. CITY OF RENTON KING COUNTY WASHINGTON RECORD DRAWING s \\ 0 25' 50' 100' \ \\\ SCALE: 1 "=50' 289 BUILDING (EXISTING) \ FF-31.80 \ ass \ \ \\\ 287 BUILDING'�s \ \ \ (EXISTING) FF=31.80 \ AFN. 0723059007 \ \ \\\ APPROAMATE \ LEA8E LIN \ ,N 9'39'40"E 35.40' S88'11'41 "E 198.71' / It?-- S723'12"W 27.00' x _-30- '_1 1_� \ �\ N29'15'34"W 53.58' \ \\ NEW ADDITION \\ ';'� \ \X FF-31.80 N 16'40 28"W 12.68\ ` y N6'05'01 "W 21.16' \� o� \� q5 N \ S18'13'54"E 24.95' - �- - 01 N84 29'47"E 113.89'\ W LEGEND: SURVEY MONUMENT PROPOSED STORM DRAIN CLEANOUT • EX. POWER VAULT © PROPOSED STORM DRAIN FLOW ARROW EX. LUMINAIRE � PROPOSED STORM DRAINAGE LINE (LUM.) PROPOSED SANITARY SEWER MANHOLE • EX. LOT LIGHT PROPOSED SANITARY SEWER LINE EX. POWER POLE -0- PROPOSED SANITARY SEWER CLEANOUT EX. JUNCTION BOX ® PROPOSED WATERMAIN EX. CATCH BASIN (CB) ❑ PROPOSED WATER VALVE EX. CATCH BASIN (CB) TYPE 2 O❑ PROPOSED CONCRETE BLOCKING EX. SANITARY SEWER 0 PROPOSED 90° BEND MANHOLE (SSMH) 23.20 EX. GAS METER o❑ PROPOSED SPOT ELEVATIONS / EX. GAS VALVE DQ EXISTING SPOT ELEVATIONS too �vv X EX. WATER VALVE (WV) W EXISTING CONTOURS EX. FIRE HYDRANT (FH) o PROPOSED CONTOURS MAIL BOX EX. WATER METER ED EX. SIGN r-I EX. WATER LINE ------------- PROPOSED ASPHALT PAVEMENT EX. SANITARY SEWER LINE u EX. STORM DRAINAGE LINE PROPOSED CONCRETE PAVEMENT EX. POWER UNDERGROUND 'UG) EX. POWER OVERHEAD -P(OH)- PROPOSED GRIND AND OVERLAY EX. METAL FENCE *** EX. WOOD FENCE 3 RECORD DRAWING ZTW 2 REVISED SEWER/STORM AT SE CORNER OF BUILDING ZTW 1 REVISED UTILITIES AT SE CORNER OF BUILDING ZTW NO. REVISION BY W GENERAL SITE NOTES: II RENTON MEMORIAL NW 4TH RENTON STADIUM z N 4TH ST MUNICIPAL � AIRPORT I F Z NW 3RD PL � I N 3RD Sr Z iy Qv ¢ 3 I _ SITE I sr cFOVP�, AIRPORT WAYS S TILLICUM ST J S TOBIN ST. fN N RENTON HIGH SCHOOL m � w Q Z S 2ND ST. 900 RENTON, WASHINGTON MaNITY MAP N.T.S. 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. 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. 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 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. ENGINEER 3s 11. TWO (2) COPIES OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. ONE (1) SET WITH i BARGHAUSEN CONSULTING ENGINEERS, INC. RECORDS OF AS -BUILT INFORMATION SHALL BE SUBMITTED TO BARGHAUSEN CONSULTING ENGINEERS, INC. AT COMPLETION OF PROJECT. 18215 72ND AVE S i3 12. CONTRACTOR SHALL OBTAIN SERVICES OF A LICENSED LAND SURVEYOR TO STAKE HORIZONTAL CONTROL FOR ALL NEW IMPROVEMENTS. STAKING KENT WA, 98032 O CONTROL SHALL BE TAKEN FROM ELECTRONIC PLAN FILES PROVIDED BY BARGHAUSEN CONSULTING ENGINEERS INC.. PH: (425) 251-6222 I CONTACT: DAN BALMELLI, PE, PRINCIPAL EMAIL: DBALMELLI@BARGHAUSEN.COM 13. CONTRACTOR SHALL REQUEST FROM BARGHAUSEN CONSULTING ENGINEERS INC., PRIOR TO ANY CONSTRUCTION STAKING OR CONSTRUCTION WORK, C�BAR A FORMAL CONSTRUCTION RELEASE PLAN SET OR SPECIFIC RELEASE IN WRITING. THE APPROVED AGENCY PERMIT DRAWINGS WILL NOT BE SURVEYOR 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. BARGHAUSEN CONSULTING ENGINEERS, INC. 18215 72ND AVE S KENT WA, 98032 PH: (425) 251-6222 CONTACT: BRIAN GILLOOLY, P.L.S EMAIL: BGILLOOLY®BARGHAUSEN.COM DEVELOPER BOSAIR, LLC 289 E PERIMETER ROAD RENTON, WA 98057 CONSTRUCTION SEQUENCE 1. SCHEDULE AND ATTEND PRE -CONSTRUCTION MEETING WITH CITY OFFICIAL. 2. FLAG ALL CLEARING AND GRADING LIMITS AS SHOWN ON THE PLANS. 3. POST NOTICE OF CONSTRUCTION ACTIVITY SIGN WITH NAME AND PHONE NUMBER OF CERTIFIED EROSION AND SEDIMENTATION CONTROL SUPERVISOR. 4. INSTALL CATCH BASIN PROTECTION ON ALL EXISTING STRUCTURES WITHIN VICINITY OF PROJECT SITE. 5. GRADE AND INSTALL UTILITIES PER APPROVED PLANS. 6. PROVIDE DUST CONTROL MEASURES BY PROVIDING A WATER TRUCK AS REQUIRED. 7. RELOCATE SURFACE WATER CONTROLS AND EROSION CONTROL MEASURES OR INSTALL NEW MEASURE SO THAT AS SITE CONDITIONS CHANCE, THE EROSION AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WITH CITY STANDARDS. 8. COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS DURING THE DRY SEASON OR TWO DAYS DURING THE WET SEASON WITH APPROVED MATERIAL. 9. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN DAYS. 10. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN SEVEN DAYS. 11. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED AND LANDSCAPED AND BMP'S PRACTICES REMOVED IF APPROVED BY CITY. 12. UPON COMPLETION OF THE PROJECT, ALL STORM THE DRAINAGE CONVEYANCE SYSTEM SHALL BE INSPECTED VACUUMED SO FREE FROM SEDIMENT. If- /\ Know what's below. Call before you dig. SURVEYED:BCE scalE DESIGNED: � "=5O' HORIZONTAL- NAD 1983/1991 CITY 0 F /27/21 DRAWN: � RENTON /18/21 ZTW ONE INCH DATUM ° /24/21 CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. ZTW IF NOT ONE IN DATE APPR APPROVED: SCALE ACCORDINGLY DKB 1►1D]*AVA WK:I=1=1 W C1 OF 7 COVER SHEET C2 OF 7 DEMO AND TESC PLAN C3 OF 7 GRADING AND DRAINAGE PLAN C4 OF 7 WATER AND SEWER PLAN C5 OF 7 CONSTRUCTION NOTES AND DETAILS C6 OF 7 CONSTRUCTION NOTES AND DETAILS C7 OF 7 CONSTRUCTION NOTES AND DETAILS R-416501 IN COMPLIANCE WITH CITY OF RENTON STANDARDS C 0 V E R S H E E T DAM9/27/21 F 0 R FIELDBOM B 0 S A I R, L L C DRAWING NO: 289 E PERIMETER ROAD RENTON, WA 98057 SHEET: C1 OF- 7 00 LO CD CV J J w J ON O LO L0 J J N Iz N N N rn LO i 0 a Ln 0 0 Ill CD i Z LqIff n 4 DEMO AND TESC PLAN T.E.S.C. CONSTRUCTION SEQUENCE N 1. SCHEDULE AND ATTEND PRE -CONSTRUCTION MEETING WITH CITY FOR OFFICIAL. \ Oy \ \ 2. FLAG ALL CLEARING AND GRADING LIMITS FOR PHASE OF PROJECT AS \ k, \ ` \ �`\ SHOWN ON THE PLANS. ` BOSAIR LLC �' 3. POST NOTICE OF CONSTRUCTION ACTIVITY SIGN WITH NAME AND PHONE 0 / \ ' NUMBER OF CERTIFIED EROSION AND SEDIMENTATION CONTROL '0 �s \ SUPERVISOR. SS SS SS t \ NE1/4, OF THE NE1/4 OF SEC. 18, 4. INSTALL CATCH BASIN PROTECTION ON ALL EXISTING STRUCTURES qF / _ \\ TWP 23 N., RGE 5 EAST, W. M. WITHIN VICINITY OF PROJECT SITE. INSTALL TEMPORARY so_ 29. CITY OF RENTON KING COUNTY WASHINGTON 5 PROJECT AS SHOWN ONTER THEFABRIC PLANSFENCE ALONG PERIMETER OF / \ 6. PROTECT ALL THE PROPERTIES ADJACENT TO THE PROJECT FROM o S �`\ RECORD DRAWING PLANNING CONDITION #k1: SEDIMENT DEPOSITION. <O \` \ y \\ \\ THE CIVIL CONSTRUCTION PERMIT SHALL NOT BE 7. NO RUNOFF IS TO LEAVE SITE WITHOUT TREATMENT. O \ \ 8. COORDINATE WITH UTILITY COMPANIES FOR REMOVAL AND 71�0NF \ �\\ \ �\ \ \\ ISSUED UNTIL THE SHORELINE PERMIT AND SITE REPLACEMENT OF UTILITIES TO BE ABANDONED OR REPLACE. \ PLAN REVIEW IS APPROVED (LUA20-000161). 2856 CB-1 9. WHERE EVER CONSTRUCTION VEHICLE ACCESS ROUTE CROSSES PAVED / 0•• \ ROAD, CARE MUST BE MADE TO MINIMIZE THE TRANSPORTATION OF '°'38 •.. c \ 0 10 20 40, : ;r :"• :• \ \ \ RIM=27.89 SEDIMENT (MUD) ONTO THE PAVED ROADS. IF SEDIMENT IS IE=26.58 (6" SE) \F�`'':.:' . i' • \ TRANSPORTED ONTO THE PAVED ROAD SURFACE, THE ROAD SHALL BE / lk�\��-//' :, •,: ,; �' ;i ..�. •..•:. \ \ \ \ \\ IE=26.46 (8" NW) CLEANED THOROUGHLY AT THE END OF EACH DAY. : EXISTING �. 29. I /r.10. DURING EXCAVATION, SOILS ARE TO BE STOCKPILED AND TESTING IN SCALE. 'I -20 BUILDI G fit' �� ( \ \ \%, ACCORDANCE WITH ENVIRONMENTAL ENGINEER AND DOE REQUIREMENTS. Ilk �' `Q� \ I •� ..`.: `\\ �o \ \ \ F 11. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH CITY 01<` STANDARDS. / / o� $ • \ o \U \ V �F� \ \ 12. RELOCATE SURFACE WATER CONTROLS AND EROSION CONTROL BOLLARD Y •::. \ \ �y F� \\\ p�i�G (TYPICAL) 3121 \'�30� \ G\` ` MEASURES OR INSTALL NEW MEASURE SO THAT AS SITE CONDITIONS 0 0\986 CHANGE, THE EROSION AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WITH CITY STANDARDS AND FUNCTIONAL. 30.E 3o.e6 x 3,.2, Y \ \ 13. T.E.S. CONTROL MEASURES SHALL BE INSPECTED AFTER ANY MAJOR . 0 + x 30'37 \ c \ STORM FOR INTENDED FUNCTION. / Y x 30.39 20. COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN 0 a \ 29.82 \'SJ P DAYS DURING THE DRY SEASON OR TWO DAYS DURING THE WET SEASON WITH STRAW W F H COMPOST, PLASTIC x oP�F' / '' 0 30.58\\9A'OF SHEETING OR EQUIVALENT. 41 OD FIBER, MULCH, COM OS , SIGN x 3069 �>> 21. CONTINUOUS MAINTENANCE AND UPGRADE OF T.E.S.C. MEASURES x 30.49 :.'•.: 52 INCLUDING DUST CONTROL SHALL BE PROVIDED UNTIL ALL RISK OF / p \ :' ` •• 29.58\Cl/ `\\ \ �G c A� \\ EROSION/SEDIMENTION HAS PASSED AND PERMANENT STORM DRAINAGE SYSTEM IS INSTALLED AND FUNCTIONAL. DO NOT CONVEY SEDIMENT / \ \ ��, \ \ \ LADEN WATER INTO DOWNSTREAM STORM DRAINAGE SYSTEM. `�� 22. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN DAYS. / x ,:• �:� \ `\\ \\ \ 4- \\ \ \\ SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 o :, \ \ \ 90 \ \ DAYS. \ x 26 `\\ -9 \\ \ 23. UPON COMPLETION OF THE PROJECT, / \ O ALL DISTURBED AREAS MUST BE CLEANOUT �.,'' ' ; %:• \ o \ ?e \ \\ STABILIZED AND BEST MANAGEMENT PRACTICES REMOVED IF APPROVED '. '• •.. \ \ ll%tt 2���. \ �G \ FIRE BY CITY. UTI ITY :S: \:39 \\ \ V�ULT \ FPSP \ \ \\ HYH4,A\NT FUEL I ❑ +' :�' ' \ \ \ \ �� LID / \ \ \ LIMITS OF 100 YEAR FLOOD PLAIN VAULT \ : DECK \ \\ (CONTAINED WITHIN THE EX. LEVEE) GAS GAGE & .'�.' / \ ELEC BO \ \c \ \ GAS BLOWOUT \ ON WALL FUEL LID M \\ \ GAS VAULT / S \ (4) POWER OWOUT \ \ \ \\ (,1,O ° \ METERS \ 289 BUILDING \ (EXISTING) \ \ \ \ \ \ \\ 92 LID _ - \ FF-31.80 \ \ -- \ \ s \\ SSMH-A \ L - RIM=29. CBJH 72 \ " 1------ ° \ ` POWER \ IE=17.57 (24 SE) a< s�,\`\ POLE \ \\ IE=17.67 (24" NW) • ° . e ° 287 BUILDING `, � \�` ,c � \ �\ CB-E \ \\ RIM=29.72 \\ DEMOLMON KEYNOTES: \ IE=28.22 (6" SE) O EXISTING ASPHALT/CONCRETE TO BE REMOVED �• " 4:. ° ' ° \ (EXISTING) `. `\ �� \ \ \ \\ \ a n .°, : a :Q \ \ FF 31.80 \ `,\ \\ \ \ \\ O EXISTING WATER MAIN TO BE ABANDONED IN PLACE \ .. ° \ \ \ \ \ \ SDMH-B . FOLLOWING THE INSTALLATION OF THE NEW WATER MAIN RIM=29.78 EXISTING UNDERGROUND POWER TO BE RELOCATED \ ° • \ �+ EX' \ B a' °. IE=24.43 12" SW O OUT OF BUILDING FOOTPRINT ° \ RIMn = 1. " a.. \ ;� .° \ \ \ \ \ \ \ =23.18 (24" SE) % /A \ \ \ \\ ® EXISTING WHEELSTOPS TO BE REMOVED IE=28.77 " ° • ° °, ad . QO \ \\ \ \ O EXISTING STORM LINE TO BE REMOVED ° •° n C: ° ° °°. d°. \ SIGN \\°" 17 SIGN ° . ° ° g d EX. CB-M, TYPE 1 S, ° • < • a• ° p N ADDITION' ° \ 5 0 \ \ \ \ RIM=30.78 a ° ° . ° \ \ \ \ \ \ \ \ \ \ \ IE=29.34 (8" SE) ° ° a 1=-31.80° IE=29.15 (12 f NW) \ 4 \ \ \ WELL \ \ \ \ INSTALL SILT FENCE ALONG EX. FENCELINE ACROSS \� THE LIMITS OF WORK POWER ss \ ° ---- _ VAULT W a O 2 d A SIGN \ y o SOWER CB FRMR ,!/3�8 EX. CB-K, TYPE 1 10 /- "\ _ -/ ____ �_ 3 1 WATER MANHOLE r f �31313,.63 " --,_ k""" __--- POWER POLE RIM=31.16 3� _ \ I, � IE=28.31 (8 S) __"- "" "__"_-" _ ___--"- W/ GUY WIRE \ `��\ �' \ 3,.77 R - 416 5 0 2 EX. CB-L, TYPE 1 FIRE HYDRANT & APPROXIMATE RIM=30.55 WATER VALVE LEASE LINE 1 ° _ _ \ < , IN COMPLIANCE WITH CITY OF RENTON STANDARDS , IE=29.60 (8" NW) OCB-F \ INSTALL CATCH BASIN L I RIM=31.41' �� PROTECTION ON ALL II EXISTING IE=27.53 SW) wCATCH BASINS IN THE FND 4x4 CONC MON BUILDING IE=27.37 �8n T2" SE) w I , WITH 1-3/4" BRASS I II VICINITY OF CONSTRUCTION DISC W/PNCH CB-G I IE=27.35 112" NE) I c PER CITY STD. E-03 MP.)/ RIM=31.03' w IE=27.35 (8" NE) W SIGN Ba rg h a u se n �N K W 8,444f / IE=27.60 (8" SW) 0y,. Consulting Engineers, Inc. 18215 72nd Avenue South Kent, WA 98032 425.251.6222 barghausen.com SURVEYED:BCE SCALE: 1 "=20' VERTICAL AD 1 1988 83/1 HORIZONTAL- NAD 1983/1991 DATUM CITY 0 F RENTON Planning/Building/Public Works Dept. DESIGNED: 3 RECORD DRAWING ZTW 9/27/21 2 REVISED SEWER/STORM AT SE CORNER OF BUILDING ZTW 8/18/21 °�'""` ZTW ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY 1 REVISED UTILITIES AT SE CORNER OF BUILDING ZTW 5/24/21 CHECKED: ZTW NO. REVISION BY DATE AP P R APPROVED: DKB DEMO AND TESC PLAN FOR BOSAIR, LLC 289 E PERIMETER ROAD RENTON, WA 98057 DATE 9/27/21 FIELDBOM PAGE SHEET: OF: C2 7 J J J J ON LO L0 J J N 0 rri N O CD N rn a F- rn Ln i 0 i_ 0 Ln / O 0 W o i Z L� 0 SS SIGN 4 44 ^� � CLEANOUT / UTILITY GAS GAGE & GAS BLOWOUT FUEL LID - GAS VAULT WATER MANHOLE R Barghausen Consulting Engineers, Inc. 18215 72nd Avenue South Kent, WA 98032 425.251.6222 barghausen.com 100 ' 30— FV A .PJ, EXISTING BUILD14 41 / EX. CB—L, TYPE 1 RIM=30.55 IE=29.60 (8" NW) WATER VALVE �, GRADING AND DRAINAGE PLAN r%1 1 1 IV/%IIVIP% I" LEASE LINE BOSAIR, LLC NE1/4, OF THE NE1/4 OF SEC. 18, TWP 23 N., RGE 5 EAST, W. M. CITY OF RENTON KING COUNTY WASHINGTON RECORD DRAWING CB —I RIM-27 89 1 26.58 (6" SE) IE'.46 (8" NW) 40 X X Y \ \ 9 \ i FND 44 CONIC MON WITH 1-3/4" BRASS DISC W/PNCH SURVEYED:BCE DESIGN ZTW 3 RECORD DRAWING ZTW 9/27/21 2 REVISED SEWER/STORM AT SE CORNER OF BUILDING ZTW 8/18/21 °�"""` ZTW 1 REVISED UTILITIES AT SE CORNER OF BUILDING ZTW 5/24/21 CHECKED: ZTW NO. REVISION BY DATE APPR APPROVED: DKB v v� LI / � I CB—G 1 11 RIM=31.03' IE=27.35 (8" NE) IE=27.60 (8" SW) ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY LIMITS OF 100 YEAR FLOOD PLAIN (CONTAINED WITHIN THE EX. LEVEE) 0 10' 20' 40' SCALE: 1 "=20' SSMH—A RIM=29.72 IE=17.57 (24" SE) IE=17.67 (24" NW) CB—E RIM=29.72 IE=28.22 (6" SE) SDMH—B \ RIM=29.78 IE=24.43 (12" SW) \ IE=23.18 (24" SE) 92 iyType 7, 8" 5 M=31.NEW ASPHALT PAVEMENT. PATCH IN STREET ) TO RESTORED PER C.O.R. STD. PLAN 110. IE= 56.60 \�150 (12' NE) REPLACE ANY DISTURBED STRIPING IN KIND. \ PuWER \5r \ �A"\\ \ \ \ \ \\ F 12" DI SD ® VAULT\ \ SO\\ \\ \ \ \ \\ �f \ ! \ \ \ 1 \ A 'XFRMR� 6,+ CB—D E 1 31.72 A �.86(12'S ALE W/ GUY WIRE R-416503 IN COMPLIANCE WITH CITY OF RENTON STANDARDS I PAVEMENT (TYP.) \ I I I I( X CB—F 2 RIM=31.41' G IE=27.53 (8" SW) IGN IE=27.37 (12" SE) LIP IE=27.35 (12" NE) I / VERTICAL: NAVD 1988 CITY OF HORIZONTAL- NAD 1983/1991 1DR] RENTON DATUM Planning/Building/Public Works Dept. GRADING AND DRAINAGE PLAN ��9/27/21 F 0 R FIELDBOOK: B 0 S A I R, L L C DRAWING NO: 289 E PERIMETER ROAD RENTON, WA 98057 SHEET: C3 OF: 7 U J J Ln 1 O 1 U J J V J LO LO LO J J N n T'-) N CD N N \ I Ln c 0 .5 C) (1) 0 Ln Ln Ln U) !n CD (D LJ CD Ln Z H� ELI .ml BOSAIR, LLC NE114, OF THE NE1/4 OF SEC. 18, TWP 23 N., RGE 5 EAST, W. M. CITY OF RENTON KING COUNTY WASHINGTON RECORD DRAWING Docu5ign Envelope ID: 3B1834133-7EOA476C-ADB3.4329FFEOCI08 DocuSign Envelope ID: 3B1B34D3-7EOA-476C-AD83-4329FFEOCiO8 SURFACE WATER STANDARD PLAN NOTESI THE FOLLOWING IS A LISTING OF GENERAL NOTES THAT SAN L BE WORPQRATE.4 IN T14E DRAINAGE PLAN SET. ALL THE NOTES Old THE LJBT MAY NOT PEERTAIN TO cvF=ky PROJECT THE APPLICANT OR OWNER, HEREBY REFERRED TO A5 APPLICANT. MAY STRIKE OUT IRRELEVMIT NOTES IF OT APPU CABLE TO THE PROJECT- HOWEVER, THE APPLICANT SHALL NOT RENUMBER NOR EDIT THE REMAINING NOTES. IF ADDITIONAL NOTES ARE NEEDED FOR SPECIFINC ASPEG15. THEY 51FWLL BE ADDED AFTER THE SURFACE WATER STANDARD PLAN NOTES 1 BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCC URS, A PRE-CONSTRUCTKKJ MEETING SHALL BE HELD AMONG THE CRY OF RENTON, HEREBY REFERRED TO AS THE CITY, THE APPLICANT, AND THE APPLICANTS CONTRACTOR. 2 THE APPLICANT SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY CITY. STATF- AND FF--DERAL PERMITS PRIOR TO CONSTRUCTKIN. 7 ALL STORM DRAINAGE IMPROVEMENTS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE LATEST EDITION OF THE CITY OF RENTON SURFACE WATER DESIGN MANUAL [RENTON SWDMI, RENTON MUNICIPAL CODE IRMO). AND THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION PREPARED BY WSDDT AND THE AMERICAN PUBLIC WORKS ASSOCIATION (APWA). IT SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT TD CORRECT ANY ERROR, OMISSION OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THE PLANS. ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST TC THE CITY. APPROVAL OF THE ROAD, GRADING. PARKING, BUILDING. AND DRAINAGE PLAN DOES NOT CONSTITUTE AS APPROVAL OF ANY OTHER CONSTRUCTION (E.G. WATE R SEWER. GAS. ELECTRICAL ETC.). PLANS FOR STRUCTURES SUCH AS BRIDGES. VAULTS. AND RETAINING WALLS REQUIRE A SEPARATE REVIEW AND APPROVAL BY THE C ITY PRIOR TO CONSTRUCTIO N. THE SURFACE WATER DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDNG TO THE APPROVED PLAINS. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE COORDINATION FOLLOWED BY WRITTEN APPROVAL FROM THE CRY. 5 A COPY OF THE APPROVED PLANS SHALL BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 0 THE LOCATIONS OF A1.L EXISTING 11TU.1TIES SHOVAI HEREON HAVE BEEN ESTABLISHED BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHALL THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE SOLE RESPONSIBILITY OF THE APPLICANT AND THE APPLICANTS T ! Y UTILITIES CON TRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCH IONS SHOWN AND TO FURTHER DISCOVER AND AVC D AN OTFYER UTILJ ES HOT SHOWN HEREON THAT MAYBE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. THE APPLICANT SHALL RECORD ON THE AS -BUNT DRAWINGS ALL UNDOCUMENTED UTILITIES D INOVERED AND ANY CHANGES TO TH E APPROVED PLANS. THE APPLICANT SHALL IMMEDIATELY NOTWY THE ENGWEEJR OF RECORD IF A CON FLJCT EXfSTS. 7 VERTICAL DATUM SHALL BE NAVD M AND HORIZONTAL DATUM SHALL HE NAD 33 (WA STATE PLANE. NORTH}, UNLESS OTHERWISE APPROVED BY THE CITY - REFERENCE BENCHMARK. DATUM, AND ELEVATIONS SHALL BE NOTED ON THE PLANS, 6 ALL UTILITY TRENCH BACKFILL AND ROADWAY SUBGRADE SHALL BE COMPACTED TO 95% MAXIMUM DRY DENSITY PER SECTION 2.03-3(14)0 - COMPACTION AND MOISTURE CONTROL TESTS OF THE WSDOT STANDARD SPECIFICATIONS. IN PERMEABLE PAVEMENT AND OTHER INFILTRATION AREAS, ALLTRMC14 BACKFIU- SHALL BE FIRM AND DNYIELOING HUT IN mD CASE SHALL BE COMPACTED TO MORE THAN WNk OF MAXIMUM DRY DENSITY. 9. OPEN CUTTING OF EXISTTNG ROADWAYS FOR STORM DRAINAGE WORK IS NCSFALLOWED UNLESS SPECIFICALLY APPROVED BY THE CDYAND NOTED ON THESE APPROVED PLANS. ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH THE CITY TRENCH RESTURATIQN STANDARDS 10. ALL PIPE AND STRUCTURES SHALL. BE STAKED FOR SURVEY LINE AND GRADE PRIOR TO THE START CF CONSTRUCTION WHERE SHOWNI ON THE PLANS OR WHERI. DIRECTED BY THE CITY. THE EXIST W G MANHOLES. CATCH BASINS, OR INLETS SHALL BE ADJUSTED TO THE GRADE AS STAKED. 11. L FACILITIES SHALL BE IN STALLED AND IN OPERATION PRIOR TO OR IN CONJLN4CPON WiTR ANY CONSTRUCTION ACTIVITY UNLESS OT ERMSE AL FLOW CONTROL H APPROVED BY THE CFTY. 12. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION I N ACCORDANCE WITH THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATION FOR ROAD AND BR IDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL AS WELL AS PLACEMEN T AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIP❑RMLY OENSE, UNYIELDING BASE. ALL PIPE OF001NG AND BACKFILL SHALL BE AS SHOWN ON THE CITY STANDARD PLAN 220-110, 220.10, AND 220�0 13 STEEL PIPE SHALL BE ALUMINIZED- OR GALVANIZED WITH ASPHALT TREATMENT 1, 2. OR 5INSIDE AND OUTSIDE. 14. ALL DRAINAGE STRUCTURES SUCH ASCATCH BASINS AND MANHOLES SHALL BE FITTED WITH DUCTILE IRON, BOLT -LOCKING LIDS PER THE CITY STANDARD PLAN 204.10. 204.20. 24 10. 284.40. AND 204.50. STRUCTURES SHALL HAVE - RECTANGULAR OR ROUND. SOLID LIDS WHEN NOT COLLECTING RUNOFF. AND OUTSIDE OF THE ROADWAY. • ROUND, SOLID LIDS WHEN NOT COLLECTING RUNOFF. AND LOCATED WITHIN THE ROADWAY, BUT OUTSIDE OF THE CURWGUTTER ERNE. • ROUND, SCUD LIDS DISPLAYING THE CITY LOGO WHEN WITHW THE PUBLIC RiGHT-OF-WAY OR IN AN EASEMENT TO THE CITY. PRIVATE STRUCTURE LIDS OUTSIDE PUBLIC RIGHT43F-WAY AND EASEMENTS TO THE CTTY SHALL NOT DISPLAY THE CRY LOGO. 15. BUILDINGS AND OTHER STRUCTURES SNARL BE PLACED IN ACCORDANCE WITH TABLE 4. I EASEMENT "CITHS AND BUILDING SETBACKS LINES OF THE RENTON SWDM 16 LIDS OF MANHOLESICATCH BASINS WJTHIN PUBLIC RIGHT-OF-WAY SHALL NOT BE ADJUSTED TO FINAL GRADE UNTIL AFTER PAYING ALL MANHOLEICATCH BASIN RIMS SHALL BE ADJUSTED TO BE FLUSH WITH FINAL F WISHED GRADES, UNLESS OTHERWISE SHOWN 17 ALL DRIVEWAY CULVERTS LOCATE D WITHIN CITY RIGHT-OF-WAY SHALL BE OF SUFFC[ENT LENGTH TO PROVIDE AM INIMUM 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM OF THE DITCH. EX 17 DI WATER LINE URL-55 OTH ERW ISE NOTED, DRAWING IS NOT TO SCALE I TUTS) STD. PLAN - 257.00 PUBLIC WORKS SURFACE WATER STANDARD PLAN "MoNwhx: DEPARTMENT NOTES (1 DF 2� artin Pastucha8/13/2nza =":`v,,,w�,o^,,.e..^^ DATE 1 8:49 18" 4' 4' 18" SHACKLE ROD PER CITY OF RENTON STANDARDS a F -, ------------------ ----- ---------------- ---- L_ � _J A INSTALL: 1-12" 45' BEND (MJ) 2-7' WIDE x 4' HIGH x 18" THICK CONCRETE DEADMAN ANCHOR W/ SHACKLE ROD PER CITY OF RENTON STANDARDS WATER MAIN DEADMAN ANCHOR DETAIL SCALE: 1 "=2' Barghausen Consulting Engineers, Inc. 18215 72nd Avenue South Kent, WA 98032 425.251.6222 barghausen.com SURFACE WATER STANDARD PLAN NOTES: THEFOLLOWING 5 U TING HERALNOT S THAT E INCORPORATED DRAINAGE PLAN ET. ALL THE T Y 7 AfN TO L%-Ll,, f A S OF GE E SHALL B FORA ED IN THE S NOTE& ❑N THE LIS MA Nq PERT PROJECT THE APPLICANT OR OWNER, HEREBY REFERRED TO AS APPLICANT, MAY STRIKE OUT IRRELEVANT NOTES IF NOT APPLI CABLE TO THE PROJECT. HOWEVER. THE APPLICANT SHALL NOT RENUMBER NOR EDIT THE REMAINING NOTES. IF ADDITIONAL NOTES ARE NEEDED FOR SPECIFIC ASPECTS. THEY BHALL BE ADDED AFTER THE SURFACE WATER STANDARD PLAN NOTES 18 ROCK FOR EROSION PROTECTION -DF ROADSIDE DITCHES. WHERE REQUIRED, SHALL BE OF SOUND QUARRY ROCK PLACED TO A MINIMUM DEPTH OF ONE 11I FOOT AND SHALL MEET THE FOLLOWING SPECIFICATIONS: 4 - B IF1CH ROCK (40- TO% PASSING, • 2-4 WCH ROCK 730- 417% PASSING; AND . LESS THAN 2 INCH ROCK 110.209E PASSING. 19 FOOTING DRAINAGE SYSTEMS AND ROOF DOWNSPOUT SYSTEMS SHALL NOT BE INTERCiONNECTED AND SHALL SEPARATELY CONVEY COLLECTED FLOWS TO THE CONVEYANCE SYSTEM OR FLOW CONTROL FA 4UTY ON THE SFTE, UNLESS APPROVED 11Y THE CITY. FOOTING DRAINS SHALL NOT BE CONNECTED TO ON -SITE BMPS. 20. THE END OF EACH STORM DRAIN STUB SHALL BE CAPPED. A CLEANOUT TOPPED WITH A SOL T-LOCKING LLD MARKED 'STORM' OR'DR.&jW SHALL BE LOCATED AT THE PROPERTY LINE OR AT THE POINT OF CONNECTION OF A PRIVATE STORM DRAINAGE CONVEYANCE SYSTEM PER THE CITY STANDARD PLAN 227-00. 31- ALL STORM SYSTEM EXTENSIONS SHALL BE STAK!=D FOR LINE AND GRADE BY A SURVEYOR LICENSED IN WASHINGTON STATE, AND CUT SHEETS SHALL BE PROVIDED TO THE CITY PRIOR TO C❑NSTRUC TION 1 22. ALL NEWLY41NSTALLED AND NEWLY -REHABILITATED [PUBLIC AND PRNATEI STORM CONVEYANCE SYSTEMS SHALL BE INSPECTED BY MEANS OF REMOTE CCTV ACCORDING TO THE CITY STANDARD PLAN 266.00. CCTV INSPIECT1aN5 AND REPORTS SHALL BE SUBM ITTED TO THE CITY PRIOR TO RECEIVING APPROVAL PD INSTALL PROJECT CURBS, GUTTERS ANDKIR PAVEMENT 23, ALL STORM SYSTEMS AND CONNECTIONS 76 EXISTING MAINS SHALL BE TESTED IN A [ 1 ❑ ACCORDANCE WITH SECTION 7-04.3 1 THE WSDDT STANDARD SPECIFICATIONS F AND IN THE PRESENCE 43F A REPRIESENTATTVE OF THC SHALL FI CITY. STORM DRAIN STUBS E TESTED FOR ACCEPTANCE AT THE SAME TIME THE MAIN STORM IS TESTED 24. FOR ALL DISTURBED PERVIOUS AR EAS ICOMPACTED, GRADED, LANDSCAPED, ETC.) OF THE DEVELOPMENT SITE, TO MAINTAIN THE MOISTURE CAPACITY OF THE SON EITHER STOCKPILE AND REDISTRIBUTE THE EXISTING DUFF LAYER AND NATIVE TOPSOIL OR AMEND THE SAIL WITH COMPOST EN ACCOR DANCE WITH STANDAR O PLA. , 234.00 ?5. ISSUANCE OFTHE BU ILDJNG OR CONSTRUCTION PERMITS BY THE CITY DOES NOT RELIEVE THE APPLICANT OF THE CONTINUING LEGAL {76LIGATIOH AN01OR LIASILT CONNECTED WITH STORMWATER DISPOSAL. THE CITY DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER FUNCTIONING AND MAINTENANCE OF THE STORM SYSTEM PROVIDED DURING CONSTRUCTION 26. ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER ACTIONS NEEDED TO PROTECT THE LIFE, HEALTH, AND SAFETY O THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK SHALL BE PROVIDED. ANY WORKWITHIN THE TRAVELED RIGKF­C�F-WAY THAT MAY INYERRU PT NORMAL TRAFFIC FLOW SHALL REQUIRE A TRAFFIC CONTROL PLAIN APPROVED BY THE CITY. ALL SECTIONS OF 171E WSDDT STANDARD SPECIFICATIONS T-10 T EMPORARY TTRA-mc CONTROL SHALL APPLY 0. PROJECTS LOCATED WITHIN THE CFFY'S AQUIFER PROTECTION AREA (APAy SHALL COMPLY WITH SPECIAL REQUIREMENT P6 OF THE REN TON SWDM AND AQUIFER PROTECTION REGULATIDNS (RUG 4a-V%). 1 28- PLACEMENT OF SURFACE APPURTENANCES CATCH BASNIMANHOLE. LIDS, CLEANOUTS INLETS. C. INTHE STREET TRAVEL LANE WHEEL PATH INTERSECTIONS OF ( L E ET } Y ET TRAY L ES BLW $ SIDE ALJ(S AND C:R SS VOID 3 HEN PO 1 S RAC APPURTENANCE. PLACED IN A S RE E LAN LANE W P WAd-15$$HALL BER E W EVER SS SLE A!<Y O F E U $IOEWALK OR CROSSWALK SHALL BE FITTED WITH A NONSLIP OR NON-SKID LID PER ADA REQUIREMENTS. -19. CLEARLY LABEL PUBLIC AND PRNAT£ SYSTEMS ON THE PLANS. PRIVATE SYSTEMS SHALL BE MAINTAI NED BY THE APPLICANT, 30. MINIMUM COVER OVER STORM DRAINAGE PEPE SHALL CONFORM TO TABLE A2-1.A2 OF THE RENTON SWUM. 31. CONSTRUCTED PERMEABLE PAVEMENT SHALL BE PERMEABLE ENOUGH TO ABSORB WATER AT A MIHRAUM RATE OF 20 INCHES PER HOUR IMMEDIATELY AFTER THE PAVEMENT SURFACE HAS BEEN WETTED CONTINUOUSLY FOR AT Vk$T 10 MINUTES. COMP4ANCE WITH THIS MINIMUM RATE SHALL BE GHECKEO PRIOR TO H POURED HF CONSTRUCTION APPROVAL OF THE PAVEMENT COMPLIANCE MAYBE CHECKED USING A SIMPLE BUCKET TEST IN WHICH 5 taALLONS OF WATER 43 DU ED ONTO T F V PAVEMENT SURFACE ALL AT ONCE. I F ONLY A MINOR AMOUNT OF WATER PONDS OR RUNS OFF THE SURFACE THEN THE PAVEMENT IS CONSIDERED TO MEET THE MINIMUM RATE Of ABSORPTION. AT LEAST ONE TEST SHALL BE CONDUCTED PER 1.Wo SQUARE FEET OF PERMEABLE PAVEMENT. IF TRA, TEST 43 NOT CONCLUSIVE. P T THEN ANOTHER TEST PER ASTM C170 SHALL BE CONDUCTED. FOR LARGE AREAS E.G. PARKING ARFA5 TESTING OBSERVATION MAYBE ACCOMPLISHED INHALE I I. WALKING BEHIND A SLOWLY MOVING WATER TRUCK DISCHARGING WATER AT A RATE SIMILAR TO THE BUCKET TEST. PERMEABLE PAVERS SHALL BE TESTED U SAND ASTM C1781. UNI USS OTHERWISE NOTED. DRAWING IS HUT TO SCALL'N'IS STD. PM - 257.10 PUBLIC WORKS SURFACE WATER STANDARD PLAN eB"dnr /1312020 DEPARTMENT NOTES (2 OF 2) Aartin Pastuch BATE NEW 1T DI WATER LINE D 4' D 0 D INSTALL: 1-12 45' BEND (MJ) II I TOP SECTION VIEW "_T TO SCA.L= SIZING OF BLOCK SHALL BE VERIFIED B Y DESIGN ENGINEER BASED ON SPECIFIED DESIGN CRITERIA. DEADMAN ANCHOR SCHEDULE OF LINE SU "A' V `G' V 3/4' RODS fi" 2"-0" 1'-0" V-6" 1'-0' B° 10° 12" °-6" 2"-1 V-6" V-6" 4 16' T-O" 7-6' 8'-V 1•-6' 4 I. CFA42PETE ENALL 3000 P.5.1. READY Nix POURED N PLA{E, RONFUBCED E:An SHALL BE DETORMED BAfiS AND RED 1R. 3. FORU'ARMW TJRK AT ACE f RNG10FA WALLS MUST BE R1mp*0 T. 9M5X WAL AS FACE Of BASED ASTM MIST BE CCMPACTEO T4 95X KAx PRY pEH9 Fr BASED ASTM D1557 PRIOR TO ROHSTATNG 5[ITVICE OF THE WATCR MAW. 8:48 2-7' WIDE x 4' HIGH x 18" THICK CONCRETE DEADMAN ANCHOR W/ SHACKLE ROD PER CITY OF RENTON STANDARDS WATER MAIN DEADMAN ANCHOR PLAN VIEW NOT TO SCALE SURVEYED:BCE DESIGN 3 RECORD DRAWING ZTW 9/27/21 ZTW 2 REVISED SEWER/STORM AT SE CORNER OF BUILDING ZTW 8/18/21 °R'""` zryy 1 REVISED UTILITIES AT SE CORNER OF BUILDING ZTW 5/24/21 CHECKED: ZTW NO. REVISION BY DATE APPR APPI : DKB SIDE SECTION VIEW NOT 10 �CLE InN, 3/A- CORTEN COk1y1UpU5 - I TN A STA INKAD ROD$ N LIED h TA Y IR SYI�IE CPU. OUNO PWT . H e TO uaTd1 BOLI HOLES i sEE ABLE eELp HIP t x7 I x p• 3 h 4 D e V ELEVATON VIEW CONCRETE DEADMAN BLOCK ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL- NAD 1983/1991 DATUM 14 11E6AR AT a QN WATER VAIN 150• STANDARD HDDKS a BOTH EAD13 EROSION AND SEDIMENT CONTROL ESC STANDARD PLAN NOTES: THE FOLLOWING IS A LISTING OF GENERAL NOTES THAT SHALL BE INCORPORATED IN THE EROSION AND SEDIMENT CONTROL ESC PLAN SET. ALL THE NOTES ON THE LIST MAY NOT PERTAIN TO EVERY PROJECT. THE APPLICANT OR OWNER, HEREBY REFERRED TO AS APPLICANT, MAY STRIKE OUT IRRELEVANT NOTES IF NOT APPLICABLE TO THE PROJECT. HOWEVER, THE APPLICANT SHALL NOT RENUMBER NOR EDIT THE REMAINING NOTES. IF ADDITIONAL NOTES ARE NEEDED FOR SPECIFIC ASPECTS, THEY SHALL BE ADDED AFTER THE ESC STANDARD PLAN NOTES. 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING SHALL BE HELD AMONG THE CITY OF RENTON, HEREBY REFERRED TO AS THE CITY, THE APPLICANT, AND THE APPLICANT'S CONTRACTOR. 2. THE APPLICANT IS RESPONSIBLE FOR OBTAINING THE WASHINGTON STATE DEPARTMENT OF ECOLOGY (ECOLOGY) CONSTRUCTION STORMWATER GENERAL PERMIT, IF IT IS REQUIRED FOR THE PROJECT. THE APPLICANT SHALL PROVIDE THE CITY COPIES OF ALL MONITORING REPORTS PROVIDED TO ECOLOGY ASSOCIATED WITH THE CONSTRUCTION STORMWATER GENERAL PERMIT. 3. THE ESC PLAN SET SHALL INCLUDE AN ESC CONSTRUCTION SEQUENCE DETAILING THE ORDERED STEPS THAT SHALL BE FOLLOWED FROM CONSTRUCTION COMMENCEMENT TO POST -PROJECT CLEANUP IN ORDER TO FULFILL PROJECT ESC REQUIREMENTS. 4. THE BOUNDARIES OF THE CLEARING LIMITS, SENSITIVE AREAS AND THEIR BUFFERS, AND AREAS OF VEGETATION PRESERVATION AND TREE RETENTION AS PRESCRIBED ON THE PLAN(S) SHALL BE CLEARLY DELINEATED BY FENCING AND PROTECTED IN THE FIELD IN ACCORDANCE WITH APPENDIX D OF THE CITY OF RENTON SURFACE WATER DESIGN MANUAL (RENTON SWDM) PRIOR TO THE START OF CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE MAINTAINED BY THE APPLICANT/ESC SUPERVISOR FOR THE DURATION OF CONSTRUCTION. 5. 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. IF SEDIMENT IS TRACKED OFFSITE, PUBLIC ROADS SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY, OR MORE FREQUENTLY DURING WET WEATHER, AS NECESSARY TO PREVENT SEDIMENT FROM ENTERING WATERS OF THE STATE. 6. WASHOUT FROM CONCRETE TRUCKS SHALL BE PERFORMED OFF -SITE OR IN DESIGNATED CONCRETE WASHOUT AREAS ONLY. DO NOT WASH OUT CONCRETE TRUCKS ONTO THE GROUND, OR TO STORM DRAINS OR OPEN DITCHES. ON -SITE DUMPING OF EXCESS CONCRETE SHALL ONLY OCCUR IN DESIGNATED CONCRETE WASHOUT AREAS. 7. ALL REQUIRED ESC BMPS SHALL 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 ESC BMPS SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND/OR CONSTRUCTION IS COMPLETE AND POTENTIAL FOR ON -SITE EROSION HAS PASSED. ALL ESC BMPS SHALL BE REMOVED AFTER CONSTRUCTION IS COMPLETED AND THE SITE HAS BEEN STABILIZED TO ENSURE POTENTIAL FOR ON -SITE EROSION DOES NOT EXIST. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT, ENHANCEMENT, AND REMOVAL OF ESC BMPS SHALL BE THE RESPONSIBILITY OF THE APPLICANT. B. ANY HAZARDOUS MATERIALS OR LIQUID PRODUCTS THAT HAVE THE POTENTIAL TO POLLUTE RUNOFF SHALL BE DISPOSED OF PROPERLY. 9. THE ESC BMPS 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 APPLICANT SHALL ANTICIPATE THAT MORE ESC BMPS 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 APPLICANT TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY THE ACTIVITIES AND TO PROVIDE ADDITIONAL ESC BMPS, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED, TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. 10. APPROVAL OF THIS PLAN IS FOR ESC ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS, CHANNELS, OR STORMWATER FACILITIES. 11. ANY DEWATERING SYSTEM NECESSARY FOR THE CONSTRUCTION OF STORMWATER FACILITIES SHALL BE SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL. 12. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON (OCTOBER 1ST THROUGH APRIL 30TH) OR SEVEN DAYS DURING THE DRY SEASON (MAY 1 ST THROUGH SEPTEMBER 30TH) SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC COVER METHODS (E.G., SEEDING, MULCHING, PLASTIC COVERING, ETC.) IN CONFORMANCE WITH APPENDIX D OF THE RENTON SWDM. 13. WET SEASON ESC REQUIREMENTS APPLY TO ALL CONSTRUCTION SITES BETWEEN OCTOBER 1ST AND APRIL 30TH, UNLESS OTHERWISE APPROVED BY THE CITY. 14. ANY AREA NEEDING ADDITIONAL ESC MEASURES NOT REQUIRING IMMEDIATE ATTENTION SHALL BE ADDRESSED WITHIN SEVEN 7 DAYS. 15. THE ESC BMPS ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED AT A MINIMUM OF ONCE A MONTH OR WITHIN 24 HOURS FOLLOWING A STORM EVENT. INSPECTION AND MAINTENANCE SHALL OCCUR MORE FREQUENTLY AS REQUIRED BY THE CITY. 16. BEFORE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITY, CATCH BASIN INSERTS PER THE CITY STANDARD PLAN 216.30 SHALL BE PROVIDED FOR ALL STORM DRAIN INLETS DOWNSLOPE AND WITHIN 500 FEET OF A DISTURBED OR CONSTRUCTION AREA, UNLESS THE RUNOFF THAT ENTERS THE INLET WILL BE CONVEYED TO A SEDIMENT POND OR TRAP. ALL CATCH BASIN INSERTS SHALL BE PERIODICALLY INSPECTED AND REPLACED AS NECESSARY TO ENSURE FULLY FUNCTIONING CONDITION. 17. AT NO TIME SHALL SEDIMENT ACCUMULATION EXCEED 2/3 OF THE CAPACITY OF THE CATCH BASIN SUMP. 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. 18. ANY PERMANENT STORMWATER FACILITY LOCATION USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY ESC BMPS AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE TEMPORARY FACILITY IS TO ULTIMATELY FUNCTION AS AN INFILTRATION SYSTEM IN ITS PERMANENT STATE, THE TEMPORARY FACILITY SHALL BE ROUGH GRADED SO THAT THE BOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY. 19. AREAS DESIGNATED ON THE PLAN(S) CONTAINING EXISTING STORMWATER FACILITIES OR ON -SITE BMPS (AMENDED SOILS, BIORETENTION, PERMEABLE PAVEMENT, ETC.) SHALL BE CLEARLY FENCED AND PROTECTED USING ESC BMPS TO AVOID SEDIMENTATION AND COMPACTION DURING CONSTRUCTION. 20. PRIOR TO THE BEGINNING OF THE WET SEASON (OCTOBER 1ST), ALL DISTURBED AREAS SHALL BE INSPECTED TO IDENTIFY WHICH ONES SHALL BE SODDED OR SEEDED IN PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS SHALL BE SODDED OR SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON. AN EXHIBIT OF THOSE AREAS TO BE SODDED OR SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE CITY FOR REVIEW. 21. PRIOR TO FINAL CONSTRUCTION ACCEPTANCE, THE PROJECT SITE SHALL BE STABILIZED TO PREVENT SEDIMENT -LADEN WATER FROM LEAVING THE PROJECT SITE, ALL ESC BMPS SHALL BE REMOVED AND STORMWATER CONVEYANCE SYSTEMS FACILITIES AND ON -SITE BMPS SHALL BE RESTORED TO THEIR FULLY FUNCTIONING CONDITION. ALL DISTURBED AREAS OF THE PROJECT SITE SHALL BE VEGETATED OR OTHERWISE PERMANENTLY STABILIZED. AT A MINIMUM, DISTURBED AREAS SHALL BE SODDED OR SEEDED AND MULCHED TO ENSURE THAT SUFFICIENT COVER WILL DEVELOP SHORTLY AFTER FINAL APPROVAL. MULCH WITHOUT SEEDING IS ADEQUATE FOR AREAS TO BE LANDSCAPED BEFORE OCTOBER 1ST. 22. 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 RIGHTS -OF -WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY STANDARDS. ROCKERIES OUTSIDE OF ROAD RIGHTS -OF -WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE. UNLESS OTHERWISE NOTED, DRAWING 15 NOT TO SCALE (NTS) STD. PLAN - 268.00 c®• STANDARD PLAN NOTES PUBLIC WORKS EROSION AND SEDIMENT CONTROL [1110VLD: 1� DEPARTMENT GAZ 9/28/201$ DATE UCITY OF + RENTON s Planning/Building/Public Works Dept. R -416504 S-416502 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CONSTRUCTION NOTES AND DETAILS FOR BOSAIR, LLC 289 E PERIMETER ROAD RENTON, WA 98057 DATE, 9/27/21 PAGE: SHEET: OR C5 7 U J J LO 1 0 0 U J J ON i LO LO LO W U m J J Q N / CD C) L.i C7 j Ln Z L DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 2"x2" 14 GAUGE WIRE, OR EQUIVALENT, IF STANDARD STRENGTH FABRIC USED - FILTER FABRIC 6' MAX - POST SPACING MAY BE INCREASED I 12" MIN. TO 8' IF WIRE BACKING IS USED I I 4"x4"MIN. TRENCH UI BACKFILL TRENCH WITH NATIVE SOIL 7L111 OR 3/4TO 1-1/2" WASHED GRAVEL 2"x4" WOOD POSTS, STEEL FENCE POSTS, OR EQUIVALENT (TYP.) NOTES: 1. CONDITIONS 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 IT INTENDED TO TREAT SUBSTANTIAL AMOUNTS OF OVERLAND FLOW. ANY CONCENTRATED FLOW MUST BE CONVEYED THROUGH THE DRAINAGE SYSTEM TO A SEDIMENT TRAP OR POND. 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. THE GEOTEXTILE USED MUST MEET THE STANDARD LISTED BELLOW. A COPY OF THE MANUFACTURER'S FABRIC SPECIFICATIONS MUST BE AVAILABLE ON SITE. 2' MIN AOS (ASTM D4751) 30-100 SIEVE SIZE (0.60-0.15mm) FOR SILT FILM 50-100 SIEVE SIZE (0.30-0.15mm) FOR OTHER FABRICS WATER PERMITTIVITY (ASTM D4491) 0.02 SEC -'MINIMUM GRAB TENSILE STRENGTH (ASTM D4632) 180 LBS. MIN. FOR EXTRA STRENGTH FABRIC 100 LBS. MIN. FOR STANDARD STRENGTH FABRIC GRAB TENSILE ELONGATION (ASTM D4632) 30 % MAX. (WOVEN) ULTRAVIOLET 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 2H:1V 2.4. IF A TYPICAL SILT FENCE IS USED, THE STANDARD 4"X4" TRENCH MAY BE REDUCED AS LONG AS THE BOTTOM 8 INCHES OF THE SILT FENCE FABRIC IS WELL BURIED AND SECURE IN A TRENCH THAT STABILIZES THE FENCE AND DOES NOT ALLOW WATER TO BYPASS OR UNDERMINE THE SILT FENCE. 2.5. FILTER FABRIC FENCES SHALL BE INSTALLED ALONG CONTOURS WHENEVER POSSIBLE. 3. MAINTENANCE STANDARDS 3.1. ANY DAMAGE SHALL BE REPAIRED IMMEDIATELY. 3.2. IF CONCENTRATED FLOWS ARE EVIDENT UPHILL OF 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 REMOVE THE TRAPPED SEDIMENT. 3.4. SEDIMENT MUST 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. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) STD. PLAN - 214.00 CRIPUBLIC WORKS SILT FENCE PR 9/28/2018 I DEPARTMENT GAZ P�bk works AdmDATE Barghausen Consulting Engineers, Inc. 18215 72nd Avenue South Kent, WA 98032 425.251.6222 barghausen.com :45 ELI Iwo, BOSAIR, LLC NE114, OF THE NE1/4 OF SEC. 18, TWP 23 N., RGE 5 EAST, W. M. CITY OF RENTON KING COUNTY WASHINGTON RECORD DRAWING DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 DRAINAGE GRATE GRATE FRAME SEDIMENT AND DEBRIS DRAINAGE GRATE (RECTANC BI FILTERED WATER - SECTION VIEW ISOMETRIC VIEW 5" MAX. — TRIM OVERFLOW BYPASS BELOW INLET GRATE DEVICE 1. PROTECTION SHALL BE PROVIDED FOR ALL STORM DRAIN INLETS DOWNSLOPE AND WITHIN 500 FEET OF A DISTURBED OR CONSTRUCTION AREA, UNLESS THE RUNOFF THAT ENTERS THE CATCH BASIN WILL BE CONVEYED TO A SEDIMENT POND OR TRAP. 2. INLET PROTECTION SHALL BE USED TO PROTECT THE DRAINAGE SYSTEM. 3. THE CONTRIBUTING DRAINAGE AREA MUST NOT BE LARGER THAN ONE ACRE. 4. SIZE THE BELOW INLET GRATE DEVICE (BIGD) FOR THE STORMWATER STRUCTURE IT WILL SERVICE. 5. THE BIGD SHALL HAVE A BUILT-IN HIGH -FLOW RELIEF SYSTEM (OVERFLOW BYPASS). 6. THE RETRIEVAL SYSTEM MUST ALLOW REMOVAL OF THE BIGD WITHOUT SPILLING THE COLLECTED MATERIAL. 7. PERFORM MAINTENANCE IN ACCORDANCE WITH STANDARD SPECIFICATION 8-01.3(15). 8. 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 REPLACED AT LEAST MONTHLY. UNLESS OTHERWISE NOTED, DRAWING 15 NOT TO SCALE (NTS) STD. PLAN - 216.30 PR PUBLIC WORKS APPR ED: DEPARTMENT CATCH BASIN INSERT GAZ 9/28/2018 P�bk works Admt,­, DATE 3 RECORD DRAWING ZTW 9/27/21 2 REVISED SEWER/STORM AT SE CORNER OF BUILDING ZTW 8/18/21 1 REVISED UTILITIES AT SE CORNER OF BUILDING ZTW 5/24/21 NO. REVISION BY DATE APPR :45 6" 6" ROC L FIBERMESH REINFORCING rum I LHINU l LMLIN 1 UUINUNL I t COMPACTED DEPTH CRUSHED SURFACING BASE COURSE a. 44 00 Oogo 0000 080 0 ogo 0 00 ogo 0o o ° C� C� C� C 1 12" SUBGRADE COMPACTED TO 95% CONCRETE PAVING SECTION NOT TO SCALE 2" COMPACTED DEPTH — CLASS 'B' A.C. PAVEMENT 4" COMPACTED DEPTH CRUSHED-7 ROCK BASE COURSE NOTE: GEOTECHNICAL ENGINEER SHALL VERIFY PAVEMENT SECTION PRIOR TO CONSTRUCTION ° o ..o o �o O (� O 0 0 000 °o o°o 080 °oa o 00,pp0 o OO O O o 0 Oo OO 2OO C� C� 12" MIN. SUBGRADE COMPACTED TO 95% NOTE: GEOTECHNICAL ENGINEER SHALL BE ONSITE DURING PLACEMENT OF FILL TO VERIFY THAT COMPACTION MEETS MINIMUM REQUIREMENTS FOR PAVEMENT SECTION. TYPICAL ASPHALT PAVING SECTION NOT TO SCALE R-416505 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SURVEYED:BCE SCALE' HORIZONTAL- NAD1983/1991 CITY OF CONSTRUCTION NOTES AND DETAILS DESIGNED: ZTW RENTON Fo R DRAWN:ZTW BOSAIR, LLC ONE INCH DATUM CHECKED: Z AT FULL SCALE Planning/Building/Public Works Dept. 289 E PERIMETER ROAD IF NOT ONE INCH APPROVED: SCALE ACCORDINGLY RENTON, WA 98057 DKB DATE 9/27/21 PAGE SHEET: OR C6 J J �� Sim CQ0O Ln I l� 1 N � 1 � 0 J r J N I\ Q ^N cn IML O Il I T L0 LO LO J J N n N CD N N I u Ln C 0 .5 C) a LCJ Ln i 0 0 W CD Z Bn aacnl n I ec, en Ur>s o-n 'S=H 40 GASKE:TEI7 SELL i13t6 55 HRND, SCREW, &HOUSING IZED AND INSTALLED PER MFGR iSTALLA71ONS OR 8" STUROU'i, IRE DRILL PER MFGR ENSERTA TEE _ E-112'YO HOLE INSEMA TEE _ &WW O HOLE NOTE: DETAIL SHOWN IS FOR PVC PIPE TO CONCRETE SEWER PIPE, DETAIL FOR USE OF OTHER PIPE MATERIAL5IS SIMILAR. REFER TO MANUFACTURERS INSTALLATION INSTRUCTIONS. N.ICHAMPHOLIKE9 �� �r VIiII�'ir y WASTEWATER TREATMENT ENVISION DIVISI UTIL 80539 CON' RET TIES 33 D5 34 CONCRETE PIPE PVC PIPE CONNECTION -:•i:.l�it1-.I: -:.�- - 3305-301 arE, MA F. MARTINEZ °�� NG;NFFr ENGiNFFrz oes ENG LEAD <I.. .1 0 +R7mar Aavo HATE A Ir F, v v v F. KING COUNTY WASTEWATER TREATMENT DIVISION NOTES: 1. THE LPA PROGRAM MUST BE CONTACTED AT 206-477-5414 OR LPA.TEAM®KINGCOUNTY.GOV AT LEAST FIVE (5) WORKING DAYS IN ADVANCE OF THE PRE -CONSTRUCTION CONFERENCE FOR THIS PROJECT. 2. THE LPA PROGRAM MUST BE CONTACTED AT 206-477-5414 OR LPA.TEAM®KINGCOUNTY.GOV AT LEAST THREE (3) WORKING DAYS PRIOR TO CONSTRUCTION ACTIVITY WITHIN 50 FEET OF THE KING COUNTY SEWER PIPE. 3. KING COUNTY MUST BE PROVIDED WITH THE CONTRACTOR'S CONTACT INFORMATION PRIOR TO THE START OF CONSTRUCTION. 4. THE PROPOSED CONNECTION TO THE 24" BOEING RENTON TRUNK SHALL BE MADE BY CORE DRILLING AND USE OF AN INSERTA-TEE CONNECTION SIZED AND INSTALLED PER MANUFACTURER INSTRUCTIONS. 5. A KING COUNTY REPRESENTATIVE SHALL BE ON SITE AT ALL TIMES DURING EXCAVATION, CORING, AND INSTALLATION OF THE CONNECTION TO THE BOEING RENTON TRUNK. 6. KING COUNTY DOES NOT GUARANTEE PIPE LOCATION, DIAMETER, OR INVERT ELEVATION; THEREFORE, FIELD VERIFICATION IS RECOMMENDED PRIOR TO CONSTRUCTION. 7. NO DEBRIS SHALL BE ALLOWED TO ENTER THE KING COUNTY SEWER SYSTEM DURING THE CONSTRUCTION OF OR THE CONNECTION TO THE BOEING RENTON TRUNK. 8. ALL WORK ON KING COUNTY PIPELINES AND FACILITIES SHALL NOT BE BACKFILLED UNTIL IT HAS BEEN INSPECTED AND APPROVED BY A KING COUNTY REPRESENTATIVE. 9. THE PROPOSED CONNECTION TO THE BOEING RENTON TRUNK SHALL BE PLUGGED AND NOT PUT INTO SERVICE UNTIL THE TRIBUTARY SYSTEM HAS BEEN CLEANED, INSPECTED, TESTED, AND APPROVED BY THE CITY OF RENTON. 10. UPON COMPLETION OF THE WORK, THE CITY OF RENTON SHALL PROVIDE KING COUNTY WITH AN "AS -CONSTRUCTED" DRAWING OF THE NEW CONNECTION TO THE BOEING RENTON TRUNK. Barghausen Consulting Engineers, Inc. 18215 72nd Avenue South Kent, WA 98032 425.251.6222 barghausen.com ELI .al BOSAIR, LLC NE1/4, OF THE NE1/4 OF SEC. 18, TWP 23 N., RGE 5 EAST, W. M. CITY OF RENTON KING COUNTY WASHINGTON CCnnr-\ f1n A\A11I N I� MANI--, ii.E FRAWE AND COVER SEE STET PLAN 401 ADJUSTMENT RINGS AND MORTAR JOINTS SEE NOTE 5 CONE (ECCENTRIC) RU139ER GASKETET) JOINTS IN ACCORDANCE W1T`i A5TM C-443 STEPS - POLYPROPYLENE STEPS SHALL DE [NCLUDEC+ . ,' I,' FETE RISER BY PIPE INC., F=Q0VED EQUAL. I F= RENE FE ,LTT,,: QED TO LAANHOLt :'.Ah. PIPE SIZE - 'E' CONCRETE SIHELF PP.ECAST BASE SECTION OR CAST' IN SHELF, A, `, 45'" MH ¢8" 6" MIN 5"VIN 24" MIN. 21" I.D. 54" MH 54" 8�'MIN. 5.5" MIN. 24" MIN. 24" I.D. 64" MH 60" 8" MIN- G- MIN. 42" MIN_ 30" I,D. NOTES: 1. STEPS TO BE PDLYPRGF 1 L_ IF 2 STEPS ARE TO BE IN PLACE -- _ :- I.='.I•_LL=E-_TI'_:I_ _ '.I_ ,LC "dG Si'IALL BE PEP d ..LE SECTICINS TC F F-',- F [:'RECAST '1, Fr-_ _ISTMENT OF THE - T1,._ GE =BALL BE PE- _. F_."I -:-E - :- WmE. IY PROHIBITEC+- E. 5ANITARY SEWER M: ll,_•._ --- L __L INTERIM: - F.-. "IILI_L 1= Cl:aIaNELING, COATED {SEALEL)) W� I-' c _ ... L : JR'ETHANL +;iJAllf..•. 7'1AL.•:I_ M1+ :_:I:: _LICLAT 100 OR APPROVED EOUAt, CC'I_. 1- :HALL BE WHITE. 2. RUBBER GA5KETFD JQI. 1 tIAlI .� Ilv CONFORMANCE. WITH A$TM C-4-43 S. CH.ANNEI, HEIGHT SHAD I-F A ",, •'AUM OF 3/4 OF THE INSIDE DIAMETER ul- -HE LARGEST PIPE 9. CONNECTIONS TO MANHOI-F SHP PE MADE USING GPK ADAPTOR, KOR-N-SEAL BOOTS C1R APPROVED EOUAt. 10- IN UNIMPROVED AREAS, MANHOLES SHALL ExTEND A MINIMUM OF 6" AND A MA:?IMUh1 OF 12" ABOVL FINISHED GRADE OR MUST HAVE A MINIMUM 2' DIAMETER CONCRETE RING POURED AT GRADE. IN PAVED AREAS, COVER. MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. 11 MANHOLES OVER 20' DEEP SHALL BE A MINIMUM OF 6()" IN DIAMETER Iyg STD. PLAN - 4010.1 r PUBLIC WORKS I RAVFi DEPARTMENT STANDARD SANITARY MANHOLE GAZ 9/11/2019 1 DATA W (SEE NOTE 7) LIMITS OF PIPE ZONE REDOING MATERIAL FOR SANITARY SEWER PIPE (SEL NOTE 5)� O.d. OF PIPE FOUNDATION LEVEL \\ 6 'f BEDDING FOR SANITARY SEWER PIPE NOTES; 1. PROVIDE UNIFORM SUPPORT UNDER BARREL. 2. HAND TAMP UNDER HAUNCHES. 3, COMPACT BEDDING MATERIAL TO 95% MAK DENSITY EXCEPT DIRECTLY OVER PIPE. HAND TAMP ONLY. 4. PIPE INSTALLATION SHALL BE PER SECTION 7-08 OF THE STANDARD SPECIFICATIONS- 5. PIPE ZONE MATERIAL SHALL BE PER SECTION 9-03.12(3)' OF THE STANDARD SPECIFICATIONS OR PEA GRAVEL 6. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE FLOW LINE IS MAINTAINED. 7. TRENCH WIDTH SHALL BE PER SECTION 2-09.4, OF THE STANDARD SPECIFICATIONS. RECESSED Not to ScDIe LIFT POCKET o © FRAME f 3/4" LETTERING "SEWER- DIAMETER I 1 SEWER (2) BOLT SOC. (ALLEN HEAD) 5/8" - 11 X 1.5 STAINLESS S= LLB! jj LLJJ REF. PART #DO981177 E�11 LLLLIIII , -3/1 S" _ 8" CLASS "B" ASPHALT 1/I4" 12-1/2"�j I F� 214, ' 3/4� 1 BOLT DETAIL 45- (1 /8) BEND tT' 40 41 45• (1 /6) BEND SAND DR EXPANDABLE FOAM PIPE MATERIAL AS SPECIFIE11 BY THE ENGINEER NOTES: 1. 8" AND 6" CLEAN -OUT RINGS AND COVERS ON SEWER MAINS SHALL BE EAST JORDAN IRON WORKS, INC. No, 3698 (PRODUCT NO, 00369603) OR APPROVED EQUAL. CLEAN OUT SHALL BE A WATER TIGHT ASSEMBLY. 2, IN UNIMPROVED AREAS, POUR A 8" THICK, 2'-D" SQUARE CONCRETE, CLASS 3000, PAD AROUND THE RING AND COVER. STD. PLAN - 403.1 Av%L• PUBLIC WORKS S" OR 6" CLEANDiJT P 9/11/2019 1 DEPARTMENT FOR SANITARY SEWER MAIN GAZ ❑ ATF STD. PLAN - 405 PUBLIC WORKS PIPE BEDDING UR DEPARTMENT FOR SANITARY SEWERS GAZ 9/11/2019 1 VATe 314' FLAT FACE GOTHIC C C, - n• DIA - 4C09 0 STORM 0 , 1" aaoo CC LI.IrB" DIA 1LE112' D. Ct13+d"•lfi S5 sOcrSET HEAI] CAP 15"DIA i 11 OPEN PICICFlDLE SCREW {ALLENFFAD] WMSHRS ON A 9^ DIA BOLT CIRCLE a13hs-61A SIB" 5PECIAL NOTE IN THE EVENT TRANSVERSE PA"ES EXIST WITHIN THE AFFECTED STREET, THE LENGTH OF THE PATCH SHALL BE EXTENDED TO INCLUDE ANY F7xisnNC PATCH WIT41IN 10 FEET OF THE EDGE OF THE PATCH REOUIRED FOR THE NEW CROSSING AND ANY SUB9,FOUENT PATCH EDGE "T"N 10 FEEII OF THE EDGE OF THE SECOND PATCH AND 50 ON UP TO A TOTAL OF 300 FEET_ VARIE:� I MIN � MIN � AHH � MIN 1 }II 1 I } II I � I TRATII£ FLOW ` III 2" HMA II 2` TO 8" HMA I III 6.5' MIN_ 2" DEPTH OF PLANING OR SAWCUT AND REMOVE VARIES 6.5' MIN. T I 1 r vA1'IES �'{ i 1 MIN MIN !j I II Ir11N MIH 2" SAW -UT AND REMOVE OR PLANE. SEAL WITH AR-4-MOW (EACH SIDE) 2' HMA SAWCUT AFTER BACKRLL - (EAOH SIDE) WIDTH OF TRENCH A11 RD A 512E PROPOSED IMPROVEMENT (SEE W56OT 0T STANDARD SPECIFICATION 2-09 4) PLUS AN HALLALLOWANCE FOR ANY IREMENT SHORING, IF NEEDED, SHALL iAEEY THE REg111REMENTS OF W500T 5TANDARD SPECIFICATION 7-08.3(1)5 TRENCH WIOTH CAST IRON FRAME ANO PAVED AREA ITYP.I COVEN. SEE NOTE 3 ' EXTEND CE RISER 2' ABOVE DESIGN PONDINO IF�•il I - ELEVATION OR PER PLAN FERNCO GASIIETEO OUM CAP OR SIMILAR �� "• ' QESlGN PONDING e cLAss re' ASPHALT, SEE NOTE 1 _ FLEVATIQM 1� V STREAV8EO COBBLE PER wsoOT 943.11(2) ` - - !' COMPACTED SAND OR GRAVEL SACKFILL FOR DRAINS PER WSDOT 9.C3120) CLERHCWT RISER, 9EE NOTE 2 I' _1 - CLEANOUTR'1SM' 1 501E TIGHT 4W SEND SEE NOTE 2 IL - WYE SOIL TIGHT COUPLER - L LINDERDR,IN- FOOTMIG DR - - AIN C17iLECTOR, OR , r ROOF DRAIN COLLECTOR PIPE, SEE NOTE 1 CLEANOUT RISER LOCATED WITHIN BIORETENTION PONDING AREA •-�- lill�llii. TO OVERFLOW STRUCTURE OR 1` STORM MASH MECHANICAL PLUG OR C'ON11 IN UED CONNECTION TYPICAL CLEANOUT CONFIGURATIEINI NOTESI 1 DIAMETER TO BE 6-INCHE5 MINIMUM PRIVATE.84NCHES MINIMUM PUBLIC. UNDERDRALN PIPE PER BTD. PLAN 20210. 2. CLEANDUT RISER SHALL BE SAME MATERIAL AS CONNECTED UNOERDRAIN. FOOTING DRAIN COLLECTOR- OR ROOF DRAIN COLLECTOR PIPE. 3. FRAME AND "-OVER SHALL BE EJ PRGAUCTS JW5,ZIPY AND 3679APT OR APPROVED EQUAL COVER 10 0E LOCKING WFfH ALLEN HEAD 001-T, MAWD'STORW OR 'GRAIN•. d. FOR CLEANOUTS FULLY OR PARTIALLY WITHiN UNPAVED AREAS OUTSIDE OF BIDRETENTRM PONDINGAREA, POUR W THICK. 2�Q' SCUARE CONCRETE COLLAR AROUND FRAME CONCRETE COLLAR SHALL HAVE A MINIMUM COMPRESSNE STRENGTH OF 5.008 PSI GENERAL NOTES: 1. CLEANOUTS FOR UNDE RDFWN, FOOTING DRAIN COLLECTOR, AND ROOF DRAIN COLLECTOR PIPES SHALL BE INSTALLED AT A MINIMUM OF EVERY 100 FEET. AT EVERY 90 DEGREE OR SECOND 45 DEGREE BEND, AT THE END OF EVERY COLLECTOR PIPE, AND AT EACH END OF AN UNDERDFWN PIPE NOT CONNECTED TO AN OVERFLOW STRUCTURE. CLEANOUTS SHALL SE INSTALLED TO ALLOW FOR MMNTERANCE ACCESS TO ALL PIPES. 2. ALL FITTINGS SHALL BE SOIL TIGHT. 3, CLEANOUT RISER SHALL HE LOCATED DLITSIDE OF BIDRETENTION PONDIND WHERE POSSIBLE 4. CLEANOUTB SHALL NOT BE LOCATED WITHIN THE STREET TRAM LANE, UNLESS OTHERWISE APPROVED BY THE CFTY. UNLESS OTHERWISE NOTED. DRAWING 15 NUT TO 5LA:E !• STD, PLAN - 226.00 ■ PUBLIC WORKS "E P° ' DEPARTMENT STORM SYSTEM CLEANDUT artiW�n,,,���,,�P��a.,.,,stucha ����'�2° 'ini.',,yyp.y,,vV VATF SURVEYED:BCE DESIGN 3 RECORD DRAWING ZTW 9/27/21 ZTW 2 REVISED SEWER/STORM AT SE CORNER OF BUILDING ZTW 8/18/21 °RA""` ZTw 1 REVISED UTILITIES AT SE CORNER OF BUILDING ZTW 5/24/211 CHECKED: ZTW NO. REVISION BY DATE APPR APPROVED: DKB ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL NAD 1983/1991 DATUM FACE OF CUTTER OR EDGE OF PAVEMENT CENTER LINE OR LANE LINE DEPTH OF EXISTING PAVEMENT J 2- - 6- MIN HMA (SEE NOTE 2) 5- CRUSHED SURFACING TOP COURSE (CST(;) (9-019(3)) PER WSOOT STANDARD SPEGFICATIONS, COMPACTEO TO 95:G VO(AFIED PROCTOR, CSTC, BANK RUN GRAVEL FOR TRENCH BACKFILL (9-03.19), GRAVEL BORROW (9-03-14(1)) PER 'NSDOT STANDARD SPE01FICATIOHS OR NATIVE MATERIAL IF APPROVER IN WRITING BY ENGWEER BASED ON GEOTECH REPORT, COMPACTED TO 957E MODIFIED PROCTOR PIPE ZONE BEDDING. MATERIAL- SEE STANDARD PLAN 110.1. FOR NOTES, SEE STANDARD PLAT; 11, .' TYPICAL TRANSVERSE PATCH FOR' PIJLN - llp PUBLIC WORKS FLEXIBLE PAVEMENT OR RIGID DEPA'RTMENT PAVEMENT WITH OVERLAY EX. BUILDING FF=31.80 SECTION A -A SCALE: HORIZ. 1 "=5' VERT. 1 "=5' f1h 'I Aow CITY OF ;R RENTON Planning/Building/Public Works Dept. EXISTING GRADE ® SECTION _--RIM_31.56 ---- 4.44' 12" W IE=27.57 12" SD D IE=25.50 12" WATER MAIN CB#2 12.07' 0 0 4.30' R-416506 -416503 S IN COMPLIANCE WITH CITY OF RENTON STANDARDS CONSTRUCTION NOTES AND DETAILS FOR BOSAIR, LLC 289 E PERIMETER ROAD RENTON, WA 98057 DATE: 9/27/21 RELDBOOK: PAGE: SHEET: OR C7 7 U J