Loading...
HomeMy WebLinkAboutR-416501J 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