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HomeMy WebLinkAboutzS-4324setm Jima Hendrix Meman al^t� SW1/4OFS237T23N, R 5 E Renton QN E�fTet ® Uwal , -.i Ilon Garden Inn .. O II 1 a';N MEADOWS W Heritage Pd Westem Rerrton lnn Leisure Estates Moblle Home Park T Sunnydale Mobile 15 \ Home Park nlnn 1/ \1 ton -Seattle v V y Med © 5 SE Pevc..E. P< BENSON HILL W II VOr-hadn Fa� LL W� G tlwara Singh Sabh (Washington J U O 0 0 z z N U 0 N W In W a z z U zz 0 z W _ z z 0 c� z 2 3 vi W zz J I — Uberty High School0 Maplewood Golf Cb,, PROJECT SITE MAPLEWDOD 4 Lmcoergh Hip Scnooi Fa mo d L b-ar.y � Q sdfewdy FP FAIRWOC[ Falmood Meeker Middle School© S Stephen the Martyr SE192na5, SE192nasr SE192na St Q SE t92na E� Csoogle VICINITY MAP NOT TO SCALE CONSULTANTS ARCHITECT: K+ ARCHITECTS 10317 8TH AVE NE SEATTLE, WA 98125 (509) 336-9200 CONTACT: JOHN KAY CIVIL: PACLAND 6814 GREENWOOD AVENUE N. SEATTLE, WA 98103 (206) 522-9510 CONTACT: WILLIS LIU JEFF CHAMBERS, P.E. SURVEYOR: SAM 15241 NE 90TH ST, SUITE 100 REDMOND, WA 98052 (425) 823-5700 CONTACT: ZANE NALL, PLS GEOTECHNICAL CONSULTANT: ASSOCIATED EARTH SCIENCES INCORPORATED 911 5TH AVE KIRKLAND, WA 98033 (425) 827-7701 CONTACT: BRUCE GUENZLER, L.E.G. BASIS OF BEARINGS HELD A BEARING OF NORTH 78'42'42" WEST BETWEEN KING COUNTY MONUMENT DESIGNATION 3960 & 3961. HORIZONTAL DATUM NAD '83/'11 PER KING COUNTY POINT DESIGNATION 3961. VERTICAL DATUM NAVD '88 PER CITY OF RENTON BENCH MARK DESIGNATION NO. 2677. m I I mmkIl 6814 Greenwood Ave N T (206) 522-9510 Seattle, WA 98103 WWW.PAcLAND.COM h,o BENCH MARK ORIGINATING BENCHMARK: CITY OF RENTON BENCH MARK ID NO. 2677 - BRASS DISC WITH PUNCH IN CONCRETE MONUMENT AT CENTERLINE OF CEDAR RIVER TRIAL, ±350 FEET WEST OF INTERSECTION OF SR169 AND 131ST AVE SE. ELEVATION: 81.4206 ADDITIONAL BENCHMARKS: PER KING COUNTY POINT DESIGNATION 3961 FOUND PUNCH IN 3" BRASS DISK IN CONCRETE MONUMENT STAMPED "KING COUNTY SURVEY MONUMENT 3961 1995" ELEVATION: 31.54 AND KING COUNTY POINT DESIGNATION 3960 FOUND PUNCH IN 3" BRASS DISK STAMPED "KING COUNTY SURVEY MONUMENT 3960 1995" ELEVATION: 103.48 TEMPORARY BENCHMARKS: TBM 'A' TOP OF FOUND PUNCH IN 3" BRASS DISK IN CONCRETE MONUMENT STAMPED "KING COUNTY SURVEY MONUMENT 3961 1995" ELEVATION: 106.42 TBM 'B' SET REBAR AND RED AXIS CONTROL CAP t3.5' SOUTHEASTERLY OF NORTHEAST CORNER OF DRIVEWAY FOR 14937 MAPLE VALLEY HWY. ELEVATION: 104.54 TBM 'C' RR SPIKE IN W. FACE OF UTILITY POLE ELEVATION: 108.00 TBM 'D' RR SPIKE IN W. FACE OF UTILITY POLE ELEVATION: 107.32 A�o� I s7vl �A5 �SSIONAL E��'l ilo I am 1 0 ic__;1 gal 91 DIN 11IL10 it 91 a, I X01 4 10% 1 A " \m'Okc " 60 1 Lei \\\Ll I I 'ill M �\ DRAWING INDEX SHEETNO. DRAWING TITLE RENTON, KING COUNTY, WASHINGTON 3 OF 5 LEGAL DESCRIPTION THAT PORTION OF THE WEST HALF OF THE SOUTHWEST QUARTER OF SECTION 23, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON, LYING SOUTHERLY OF THE SOUTH MARGIN OF THE RENTON-MAPLE VALLEY HIGHWAY, AS ESTABLISHED BY INSTRUMENT RECORDED UNDER RECORDING NO. 1760648; EXCEPT THAT PORTION OF SAID WEST HALF DESCRIBED AS FOLLOWS: BEGINNING AT THE INTERSECTION OF THE WEST LINE OF SAID SECTION 23 WITH THE SOUTH MARGIN OF SAID HIGHWAY; THENCE SOUTH 75'42'00" EAST ALONG SAID MARGIN 390.27 FEET, TO AN EXISTING FENCE; THENCE SOUTH 13'01'15" EAST ALONG SAID FENCE 1,010.22 FEET; THENCE NORTH 75'42'00" WEST 139.00 FEET; THENCE SOUTH 13'42'00" WEST 274.24 FEET TO THE WEST LINE OF SAID SECTION 23; THENCE NORTH 02'08'15" EAST ALONG SAID WEST LINE 1,313.66 FEET TO THE POINT OF BEGINNING; AND EXCEPT ANY PORTION LYING WITHIN THE PARCEL OF LAND CONVEYED TO LOUIS A. WOHLMAN AND STELLA WOHLMAN, HIS WIFE, BY DEED RECORDED DECEMBER 4, 1958 UNDER RECORDING NO. 4970773; AND EXCEPT ANY PORTION THEREOF LYING WITHIN THE PARCEL OF LAND CONVEYED TO MARION K. DAVIS BY REAL ESTATE CONTRACT AND FULFILLMENT DEED RECORDED DECEMBER 20, 1961 AND DECEMBER 2, 1964 UNDER RECORDING NOS. 5366494 AND 5817922; AND EXCEPT THE EAST 20 FEET OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION 23, LYING SOUTHERLY OF THE RENTON-MAPLE VALLEY HIGHWAY AS CONVEYED TO KING COUNTY BY DEED RECORDED UNDER RECORDING NO. 251237; AND EXCEPT THE NORTH 20 FEET OF THE EAST 20 FEET OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION 23 AS CONVEYED TO KING COUNTY BY DEED RECORDED UNDER RECORDING NO. 251237; AND EXCEPT THAT PORTION CONDEMNED IN KING COUNTY SUPERIOR COURT CAUSE NO. 702958; AND EXCEPT THAT PORTION CONVEYED TO KING COUNTY FOR ROAD BY DEED RECORDED UNDER RECORDING NO. 9001041071; AND EXCEPT THAT PORTION CONVEYED TO THE STATE OF WASHINGTON FOR SR 169 BY DEED RECORDED UNDER RECORDING NO. 9303312386; UTILITIES STORMWATER CITY OF RENTON 1055 S GRADY WAY, 6TH FLOOR RENTON, WA 98057 WATER/SEWER CEDAR RIVER WATER & SEWER DISTRICT 18421 SE PETROVITSKY RD RENTON, WA 98058 ELECTRIC: PUGET SOUND ENERGY CONTACT: TBD COMMUNICATIONS: COMCAST CONTACT: TBD SITE DATA ZONE: R-14 (RESIDENTIAL 14 DU/AC) RC (RESOURCE CONSERVATION) PARCEL NO.: 232305-9021 SITE AREA: 55.14 ACRES (0.58 ACRES OF TOTAL DISTURBED AREA) OWNER NEW LIFE CHURCH 15711 152ND AVE SE RENTON, WA 98058 (425) 226-0880 CONTACT: CAL CARPENTER APPLICANT PACLAND 6814 GREENWOOD AVENUE N. SEATTLE, WA 98103 (206) 522-9510 CONTACT: WILLIS LIU JEFF CHAMBERS, P.E. APPROVED FOR CONSTRUCTION CEDAR RIVER WA70 & SEWER DISTRICT BY PACE ENONOMM MIC. 4 SIGNIAlUk fyftS&V DATE SMECT TO: WASHINGTON STATE DEPARTMENT OF HEALTH APPROVAL IONG COUNTY FIRE MARSHAL'S APPROVAL CITY OF RENTON CIVIL CONSTRUCTION PERMIT (C24004215) APPROVAL GENERAL NOTES COVER SHEET TOPOGRAPHY SURVEY TOPOGRAPHY SURVEY TOPOGRAPHY SURVEY SANITARY SEWER STUB PLAN AND PROFILE SANITARY SEWER DETAILS 1. SITE WORK FOR THIS PROJECT SHALL MEET OR EXCEED THE PROJECT SPECIFICATIONS, CURRENT DOT SPECIFICATIONS, AND LOCAL AGENCY STANDARDS WHICH ARE HEREBY REFERENCED AS PART OF THESE PLANS. 2. THE DESIGN SHOWN IS BASED UPON THE ENGINEER'S UNDERSTANDING OF THE EXISTING CONDITIONS. THE PLAN DOES NOT REPRESENT A DETAILED FIELD SURVEY. THE EXISTING CONDITIONS SHOWN ON THIS PLAN SHEET ARE BASED UPON THE SURVEY PREPARED BY SAM, DATED DECEMBER 2024. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING FIELD CONDITIONS, INCLUDING ANY UTILITIES THAT WERE NON -LOCATABLE AND/OR UNMARKED, SUCH AS PVC, CLAY, HDPE, OR CONCRETE, PRIOR TO BIDDING THE PROPOSED SITEWORK IMPROVEMENTS. IF CONFLICTS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE OWNER PRIOR TO INSTALLATION OF ANY PORTION OF THE SITEWORK WHICH WOULD BE AFFECTED. IF CONTRACTOR DOES NOT ACCEPT EXISTING SURVEY, INCLUDING TOPOGRAPHY AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, HE SHALL HAVE MADE, AT HIS OWN EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR AND SUBMIT IT TO THE OWNER FOR REVIEW. 3. CAUTION - NOTICE TO CONTRACTOR THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. THIS MAY INCLUDE POTHOLING, SCOPING, OR GRAVITY PENETRATING RADAR (GPR) AT THE CONTRACTOR'S EXPENSE. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THESE PLANS. 4. ALL NECESSARY INSPECTION AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR UTILITY SERVICE COMPANIES SHALL BE PERFORMED PRIOR TO ANNOUNCED BUILDING POSSESSION AND THE FINAL CONNECTION OF SERVICES. 5. SITE WORK FOR THIS PROJECT SHALL BE CONSTRUCTED PER THE APPROVED, SIGNED CONSTRUCTION PLANS. ELECTRONIC FILES SHALL NOT BE CONSIDERED CONSTRUCTION DOCUMENTS UNLESS SPECIFICALLY STATED AS SUCH AND HANDLED IN ACCORDANCE WITH THE BID DOCUMENTS. SIGNED PAPER PLANS SHALL TAKE PRECEDENCE OVER ELECTRONIC FILES. 6. THE CONTRACTOR SHALL MAINTAIN A SET OF THE CONSTRUCTION PLANS ON -SITE AT ALL TIMES WHILE CONSTRUCTION IS IN PROGRESS. 7. THE CONTRACTOR SHALL PROVIDE THE ENGINEER OF RECORD A DETAILED AS -BUILT SURVEY FOR THE FOLLOWING SITE CONSTRUCTION IMPROVEMENTS: • ALL REVISIONS TO THE CITY APPROVED CONSTRUCTION PLANS. • ALL UNDERGROUND UTILITIES INCLUDING BUT NOT LIMITED TO STORMWATER, SANITARY SEWER, WATER, ELECTRICAL, ETC. PROVIDE RIM AND INVERT ELEVATIONS FOR ALL STORMWATER AND SANITARY STRUCTURES. • SPOT ELEVATIONS FOR ALL CURB RAMPS, ADA PARKING AND ACCESSIBLE ROUTES FROM THE BUILDING TO THE RIGHT-OF-WAY AND FROM PARKING AREAS TO THE BUILDING. 0 0 0 0 N Q 1 DE REVISIONS #1 PACLAND 1/8/2025 SURVEYED: SCALE: DATE: ZLN HORZONTAU NAD 1983/1991 NEW LIFE CHURCH 1 /27/2025 L� 2 DE REVISIONS #2 PACLAND 1/27/2025 DESIGNED: AS SHOWN 15 711 15 2 N D AVE S E L� FlELDBOOK: DRAWN: WIL A CEDARRIVER PAGE:WL ONE INCH WATER & SEWER DISTRICT DRAWING NO: DATUM COVER SHEET CV-1 .0 W CHECKED: AT FULL SCALE JAC IF NOT ONE INCH NO. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY SHEET: OF: z MATTERS OF RECORD RAINIER TITLE ORDER NO. 810974RT - 9/15/2022 8:00 A.M 1. TAX EXEMPTION TPN:232305-9021-07 2. SPECIAL TAXES 3. LIABILITY FOR PERSONAL TAXES IF ANY 4. UNRECORDED LEASEHOLDS, IF ANY 5. MATTERS AFFECTING SECURITY INTEREST 6. DEED OF TRUST RECORDED UNDER RECORDING NUMBER 20210505000930 7. EASEMENT RECORDED UNDER RECORDING NUMBER 1154579 8. EASEMENT RECORDED UNDER RECORDING NUMBER 5151370 9. EASEMENT RECORDED UNDER RECORDING NUMBER 7605060559 10. EASEMENT RECORDED UNDER RECORDING NUMBER 7802060562 AND #7802060563 11. TEMPORARY EASEMENT UNDER RECORDING NUMBER 8002270121 12. EASEMENT RECORDED UNDER RECORDING NUMBER 8502190316 13. EASEMENT RECORDED UNDER RECORDING NUMBER 8502190322 14. RIGHT TO MAKE NECESSARY SLOPES RECORDED UNDER RECORDING NUMBER 9001041071 15. EASEMENT RECORDED UNDER RECORDING NUMBER 9303312387 16. DECLARATION OF COVENANT RECORDED UNDER RECORDING NUMBER 9307091537 17. SENSITIVE AREA NOTICE RECORDED UNDER RECORDING NUMBER 9308300442 18. EASEMENT RECORDED UNDER RECORDING NUMBER 9403311030 19. EASEMENT RECORDED UNDER RECORDING NUMBER 9404071219 20. SENSITIVE AREAS NOTICE ON TITLE RECORDED UNDER RECORDING NUMBER 9801070292 21. EASEMENT RECORDED UNDER RECORDING NUMBER 9905190312 22. MEMORANDUM OF LEASE RECORDED UNDER RECORDING NUMBER 20000406000521 AND AMENDMENTS #20100616000447, #20020524000988 23. MEMORANDUM OF SUB -LEASE RECORDED UNDER RECORDING NUMBER 20030815001494 24. SENSITIVE AREAS NOTICE RECORDED UNDER RECORDING NUMBER 20010726002144 25.EASEMENT RECORDED UNDER RECORDING NUMBER 20040426002198 26. AGREEMENT RECORDED UNDER RECORDING NUMBER 20050630002642 27.EASEMENT RECORDED UNDER RECORDING NUMBER 20091007000046 28.EASEMENT RECORDED UNDER RECORDING NUMBER 20100120000403 29. AGREEMENT RECORDED UNDER RECORDING NUMBER 20100120000562 30. AGREEMENT RECORDED UNDER RECORDING NUMBER 20100223000155 31. EASEMENT RECORDED UNDER RECORDING NUMBER 20100223000156 32.EASEMENT RECORDED UNDER RECORDING NUMBER 20100223000157 33.EASEMENT RECORDED UNDER RECORDING NUMBER 20101230000591 34.EASEMENT RECORDED UNDER RECORDING NUMBER 20110419000730 35.MATTERS SET FORTH BY SURVEY RECORDED UNDER RECORDING NUMBER 20210210900001 36.EASEMENT RECORDED UNDER RECORDING NUMBER 20220629001658 37. ANY CHANGE IN THE BOUNDARY OR LEGAL DESCRIPTION OF THE LAND DESCRIBED HEREIN, DUE TO A SHIFT OR CHANGE IN THE COURSE OF MADSEN CREEK. 38. RIGHTS AND EASEMENTS OF THE PUBLIC FOR COMMERCE, NAVIGATION, RECREATION & FISHERIES. LEGAL DESCRIPTION OF AFFECTED PARCEL ALL THAT PORTION OF THE HEREINAFTER DESCRIBED 'PARCEL A' LYING NORTHERLY OF A LINE BEGINNING AT A POINT OPPOSITE HIGHWAY ENGINEER'S STATION (HEREINAFTER REFERRED TO AS HES) 367+97.93 ON THE SR 169 SURVEY LINE OF SR 169, CEDAR GROVE PARK VICINITY TO MAPLEWOOD GOLF COURSE VICINITY, AND 155.51 FEET SOUTHERLY THEREFROM; THENCE WESTERLY PARALLEL WITH SAID SURVEY LINE TO A POINT OPPOSITE OF HES 368+65.07 THEREON; THENCE NORTHERLY TO A POINT OPPOSITE HES 368+73.00 ON SAID SURVEY LINE AND 120 FEET SOUTHERLY THEREFROM; THENCE WESTERLY PARALLEL WITH SAID SURVEY LINE TO A POINT OPPOSITE OF HES 370+25 THEREON; THENCE NORTHERLY TO SAID HES 370+25 AND THE END OF THIS LINE DESCRIPTION. THAT PORTION OF THE WEST ONE-HALF OF THE SOUTHWEST ONE -QUARTER OF SECTION 23, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON, LYING SOUTHERLY OF THE SOUTH MARGIN OF THE RENTON-MAPLE VALLEY HIGHWAY; EXCEPT THAT PORTION OF SAID WEST ONE-HALF, DESCRIBED AS FOLLOWS: BEGINNING AT THE INTERSECTION OF THE WEST LINE OF SAID SECTION 23, WITH THE SOUTH MARGIN OF SAID HIGHWAY; THENCE SOUTH 75°42'00" EAST ALONG SAID MARGIN, 390.27 FEET TO AN EXISTING FENCE; THENCE SOUTH 13°01'15" WEST ALONG SAID FENCE, 1010.22 FEET; THENCE NORTH 75°42'00" WEST, 139.00 feet; THENCE NORTH 13°42'00" WEST, 274.24 FEET TO THE WEST LINE OF SAID SECTION 23; THENCE NORTH 02°08'15" EAST ALONG SAID WEST LINE, 1313.66 FEET TO THE POINT OF BEGINNING; AND EXCEPT THE EAST 20 FEET OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION 23, LYING SOUTHERLY OF THE RENTON-MAPLE VALLEY HIGHWAY, AS CONVEYED TO KING COUNTY BY DEED RECORDED UNDER RECORDING NUMBER 251237; AND EXCEPT THAT PORTION AS DEEDED TO KING COUNTY BY RECORDING NUMBER 9001041071; AND EXCEPT THE NORTH 20 FEET OF THE EAST 20 FEET OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION 23. LEGAL DESCRIPTION OF AFFECTED PARCEL TPN:232305-9021-07 THAT PORTION OF THE WEST HALF OF THE SOUTHWEST QUARTER OF SECTION 23, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON, LYING SOUTHERLY OF THE SOUTH MARGIN OF THE RENTON-MAPLE VALLEY HIGHWAY, AS ESTABLISHED BY INSTRUMENT RECORDED UNDER RECORDING NO. 1760648; EXCEPT THAT PORTION OF SAID WEST HALF DESCRIBED AS FOLLOWS: BEGINNING AT THE INTERSECTION OF THE WEST LINE OF SAID SECTION 23 WITH THE SOUTH MARGIN OF SAID HIGHWAY; THENCE SOUTH 75°42'00" EAST ALONG SAID MARGIN 390.27 FEET, TO AN EXISTING FENCE; THENCE SOUTH 13°01'15" EAST ALONG SAID FENCE 1,010.22 FEET; THENCE NORTH 75°42'00" WEST 139.00 FEET; THENCE SOUTH 13°42'00" WEST 274.24 FEET TO THE WEST LINE OF SAID SECTION 23; THENCE NORTH 02°08'15" EAST ALONG SAID WEST LINE 1,313.66 FEET TO THE POINT OF BEGINNING; AND EXCEPT ANY PORTION LYING WITHIN THE PARCEL OF LAND CONVEYED TO LOUIS A. WOHLMAN AND STELLA WOHLMAN, HIS WIFE, BY DEED RECORDED DECEMBER 4, 1958 UNDER RECORDING NO. 4970773; AND EXCEPT ANY PORTION THEREOF LYING WITHIN THE PARCEL OF LAND CONVEYED TO MARION K. DAVIS BY REAL ESTATE CONTRACT AND FULFILLMENT DEED RECORDED DECEMBER 20, 1961 AND DECEMBER 2, 1964 UNDER RECORDING NOS. 5366494 AND 5817922; AND EXCEPT THE EAST 20 FEET OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION 23, LYING SOUTHERLY OF THE RENTON-MAPLE VALLEY HIGHWAY AS CONVEYED TO KING COUNTY BY DEED RECORDED UNDER RECORDING NO. 251237; AND EXCEPT THE NORTH 20 FEET OF THE EAST 20 FEET OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION 23 AS CONVEYED TO KING COUNTY BY DEED RECORDED UNDER RECORDING NO. 251237; AND EXCEPT THAT PORTION CONDEMNED IN KING COUNTY SUPERIOR COURT CAUSE NO. 702958; AND EXCEPT THAT PORTION CONVEYED TO KING COUNTY FOR ROAD BY DEED RECORDED UNDER RECORDING NO. 9001041071; AND EXCEPT THAT PORTION CONVEYED TO THE STATE OF WASHINGTON FOR SR 169 BY DEED RECORDED UNDER RECORDING NO. 9303312386; REFERENCE SURVEYS 1) SP - KING COUNTY SHORT PLAT, AQUA BARN AFN 20010831900002 (REC. OF K.C.) 2) CONDO - RIVER VALLEY, A CONDOMINIUM AFN 20040630003386 (REC. OF K.C.) 3) ROS - RECORD OF SURVEY AFN 20111101900002 (REC. OF K.C.) 4) WSDOT - R.O.W. PLAN, SR 169-MP 20.78 TO MP 23.69, DATED JAN. 1986 SOUTHWEST CORNER OF SECTION 23 2" IRON PIPE W/BRASS DISK CALCULATED POSITION PER (SP/CONDO/ROS/WSDOT) 1 _ 0 0 WEST Y4 CORNER SECTION 23 a0o 3 STONE W/'X' cNo CALCULATED POSITION PER (SP/CONDO/ROS/WSDOT) _ �O N N rCOi L �. o `r a N N oa U I Z J .� FOUND PUNCH IN 3" BRASS v DISK STAMPED "KING COUNTY 04 SURVEY MONUMENT 3960 1995" to I / (6/15/2022) w o BOUNDARY/CONTROL EXHIBIT N86°43'15"W 1288.35'(SP/CONDO) \ ---------------------- SHEET 2 - N z SHEET 2 SHEET 3 I ISHEET 4 I I I I SHEET 5 I I I I L- N75°4j'35»w 61 g. 62 iSP) I I � I I I I `ogcc 00 po� I I I I I SE 15,37,x pL o TIRA u '& 0 100' 200' GRAPHIC SCALE BASIS OF BEARINGS HELD A BEARING OF NORTH 78°42'42" WEST BETWEEN KING COUNTY MONUMENT DESIGNATION 3960 & 3961. HORIZONTAL DATUM NAD '83/'11 PER KING COUNTY POINT DESIGNATION 3961. VERTICAL DATUM NAVD '88 PER KING COUNTY POINT DESIGNATION 3961. BENCHMARKS ORIGINATING BENCHMARK: CITY OF RENTON BENCH MARK ID NO. 2677 - BRASS DISC WITH PUNCH IN CONCRETE MONUMENT AT CENTERLINE OF CEDAR RIVER TRAIL, ±350 FEET WEST OF INTERSECTION OF SR169 AND 131ST AVE. SE ELEVATION: 81.4206 ADDITIONAL BENCHMARKS: PER KING COUNTY POINT DESIGNATION 3961 FOUND PUNCH IN 3" BRASS DISK IN CONCRETE MONUMENT STAMPED "KING COUNTY SURVEY MONUMENT 3961 1995" ELEVATION: 31.54 AND KING COUNTY POINT DESIGNATION 3960 FOUND PUNCH IN 3" BRASS DISK STAMPED "KING COUNTY SURVEY MONUMENT 3960 1995" ELEVATION: 103.48 TEMPORARY BENCHMARKS: TB 'A' TOP OF FOUND PUNCH IN 3" BRASS DISK IN CONCRETE MONUMENT STAMPED "KING COUNTY SURVEY MONUMENT 3961 1995" ELEVATION: 106.42 TB 'B' SET REBAR AND RED AXIS CONTROL CAP f3.5' SOUTHEASTERLY OF NORTHEAST CORNER OF DRIVEWAY FOR 14937 MAPLE VALLEY HWY. ELEVATION: 104.54 TB 'C' RR SPIKE IN W. FACE OF UTILITY POLE ELEVATION: 108.00 TB 'D' RR SPIKE IN W. FACE OF UTILITY POLE ELEVATION: 107.32 BOUNDARY NOTE THE PROPERTY BOUNDARIES SHOWN HEREON HAVE BEEN COMPILED FROM VARIOUS PUBLIC SOURCES AND HAVE NOT BEEN ESTABLISHED BY FIELD SURVEY. THEY ARE SHOWN HEREON TO AID IN THE INTERPRETATION OF THE MAP AND SHOULD NOT BE RELIED UPON AS A BOUNDARY SURVEY. EQUIPMENT NOTES PRIMARY CONTROL POINTS AND ACCESSIBLE MONUMENT POSITIONS WERE FIELD MEASURED UTILIZING GLOBAL POSITIONING SYSTEM (GPS) SURVEY TECHNIQUES USING LEICA GS14 GPS/GNSS EQUIPMENT. MONUMENT POSITIONS THAT WERE NOT DIRECTLY OBSERVED USING GPS SURVEY TECHNIQUES WERE TIED INTO THE CONTROL POINTS UTILIZING LEICA ELECTRONIC 1201 TOTAL STATIONS FOR THE MEASUREMENT OF BOTH ANGLES AND DISTANCES. THIS SURVEY MEETS OR EXCEEDS THE STANDARDS SET BY WACS 332-130-080/090. NOTES THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULTS OF A SURVEY CONCLUDED ON JUNE 21, 2022 AND, MARCH 28, 2023 AND, JULY 25, 2024 AND CAN ONLY BE CONSIDERED AS INDICATING THE GENERAL CONDITIONS EXISTING AT THAT TIME. THIS SURVEY DISCLOSES FACTORS OF RECORD AND ON THE GROUND AFFECTING THE SUBJECT PROPERTY BOUNDARY, BUT IT DOES NOT PURPORT TO LEGALLY RESOLVE RELATED PROPERTY LINE DISPUTES. WHERE AMBIGUITIES ARE NOTED, AXIS RECOMMENDS THAT THE OWNER CONSULT WITH LEGAL COUNSEL TO DETERMINE HOW BEST TO INTERPRET THEIR PROPERTY RIGHTS AND ADDRESS ANY POTENTIAL PROPERTY LINE DISPUTES. UTILITY LOCATIONS SHOWN HEREON ARE BASED UPON ASBUILT FIELD LOCATION OF EXISTING STRUCTURES. FIELD LOCATION OF UTILITIES BASED ON LOCATOR PAINT MARKINGS AND LOCATIONS BASED ON UTILITY MAPS FROM CITY AND UTILITY DRAWINGS INDICATING REPORTED UTILITY INSTALLATIONS. OTHER UTILITIES MAY EXIST. NO SUB -SURFACE EXPLORATION WAS MADE TO VERIFY UTILITY ROUTINGS AND THE ROUTING OF ALL BURIED UTILITIES SHOULD BE CONFIRMED WITH THE UTILITY PURVEYOR AND EXPOSED IN AREAS CRITICAL TO DESIGN FOR VERIFICATION. 1' CONTOUR INTERVAL DERIVED FROM DIRECT FIELD OBSERVATION. THIS SURVEY MEETS UNITED STATES NATIONAL MAP ACCURACY STANDARDS FOR VERTICAL ACCURACY OF ONE HALF THE CONTOUR INTERVAL. PORTION OF N 1 /2, SW 1 /4, SEC. 23, TWP. 23N., RGE. 5E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON I I v I I I I I I I I I I I I I I I I I I I I I I � I I I W I � a� I � SSMH 2190 89 z \ RIM 105.07co 1 RIM 105.24 r v) SSA CB 2159 c�0 \ RIM 104.86 CB 2158 • SSMH 2188 r \ RIM 105.20 SD SD RIM 104.78 ND • \ CB 2160 r ° r � RIM 105.07 �r MAPLE VAL \ 8 2157 SIDEWALK CLOSED USE OTHER SIDE --,,,.a 1 `SS RIM CB 104.67 LEyljil,�, N.R.R, <ABAND 4"D ♦ ONED� ® °/ • \4»D r UNKNOWN a a .I. CB 2156 P \4" D i \ LIDS �Q ° RIM 104.55 6" D 4", 4", 2", 2"D a Sp CB 1225 ° P • RIM 105.11 ° Sp °r ° 6" D 12" CPP IE 102.15 S d° ° I p a ° OP Sp 1 °l 4„D + TRAFFIC �4"D `� y CONTROL 1 ° CABINET \�� OHW1-43 • Sp r 1 6»D Ir \ ° a 4"114"A r; OP SO ° 1 a \ 4 D p MAPLE VAL I \ '°6 4 ° a SD ° 1 N LEy H CB 2155 4"D .�' CB 216, I RIM 105.87 ° SS OHW1-42; 0 8»D \OP ° a ° 1 \6„D RIM 105. oa I \ OHW1-41 S$ UTILITY VAULT 6 D106 SD N7 „ 1. ° ° • 5 ¢J 35 ° 16"A SS0 0o SD w 293 25, ° SS SDMH 1196 , OHW1-40 / RIM 105.80 SOP SD �� CB 1045 / • SS 12" CPP IE 100.69 N RIM 105.60 a i 24" CPP IE 100.35 S Sp a 12" CMP IE 103.40 S FOUND PUNCH IN 3" BRASS I N Q 3 OHW1-39 ♦ <: DISK IN CONCRETE MONUMENT I Nvl ♦ 24" CPP IE 100.30 E STAMPED KING COUNTY W • 24" CPP IE 100.25 W Sp I • TPN: 2323059021 '� a SURVEY MONUMENT 3961 1995" ♦ :.,.Y TM W ♦ GATE OP EL:106.42 D 104 I B A I • SS 1 S l \�04\ a a OHW1 38 XS )C(4 D \ / • + X\; "..;` ::_:,: NEW LIFE 4 zk W � SO `� ° I CHURCH SIGN 0. S0, ° I I W SSMH 1150� \� 4»D T I �- RIM 107.88 x S X 1 4"D W • 12" PVC IE 93.98 E&W 06 P SD • CENTER CHANNEL \�` N14*18'25"E 7 rr 20.00' X�x SS OP SD • X Sp o G CB 2154 I♦ SSx\x N75 4J'35» �� I 106 RIM 106.10 6'CLFNC SS x 142 �4, W OPT CROSSWALK PEDESTAL I (PIPE TO EAST) /a G • M 105.24 SS x�X P� T- R ° 12" CMP IE 102.04 N \S\x P I a a -T Gam-. 24" CPP IE 100.35E �X 0 24" CPP IE 100.32 W SDMH 2191 P ® ° LEGEND RIM 106.11 iC 98. ° z POWER JUNCTION BOX C�C= ROCKERY 12" DI IE 101.23 SE ° S oa C) OP ° 4 1.42E 3 106' � \ - - - - - ❑ STREET LIGHT 18" DI IE 10 RETAINING WALL 24" CPP IE 101.4 W \ I a 0 0 YARD LIGHT - - - D DITCH LINE f / �r TRAFFIC CONTROL CABINET \ I TELECOMMUNICATIONS MANHOLE SS SANITARY SEWER LINE I `PO ° SOP, LqWN SHEET 2 GUY ANCHOR SEWER LINE (PER CITY GIS) TURNBACK LINE UTILITY POLE W/ LIGHT, UNDERGROUND SD STORM DRAIN LINE f 0 T-3 I CONDUIT & TRANSFORMER - - - OP OVERHEAD POWER LINE UTILITY POLE W/ TRANSFORMER & P POWER LINE \� ° I / 110 UNDERGROUND CONDUIT T TELECOMMUNICATIONS LINE NO OUTLET TRAFFIC SIGNAL POLE FO FIBER OPTICS LINE u / a / -0- UTILITY POLE C CABLE LINE SSf / / TRAFFIC SIGNAL BOX W WATER LINE N01 *43'08"E RIM 105.34 6"M .38' CTR CHANNEL IE 94.79 0 \/ I I � SANITARY SEWER MANHOLE G GAS LINE 36'( El CATCH BASIN X X X CHAIN LINK FENCE LINE (CLFNC) 8" PVC (IN S.) SDMH 1020 SHEET 4 I Q❑ STORM DRAIN MANHOLE ❑ WOOD FENCE LINE (BFNC) 12" PVC (IN E. OUT W.) ° p RIM 105.49 0 SGAS IGN VALVE - - - WETLAND 10"M � 12" CPP IE 101.94 W ri a 12"A ALDER CR 102L oa TOP CTRL STRUCTURE 102.75 ELECTRICAL BOX ° CONCRETE PAVING 12"COT COTTONWOOD RIM 104.54 U a I BTM STRUCTURE 99.18 < CULVERT ° 0 12"D DECIDUOUS 12" CPP IE 101.50 S FIRE HYDRANT 12"M MAPLE 12" DI IE 101.50 NW ° SHEET 5 I CELL TOWER M ICV IRRIGATION CONTROL VALVE ASPHALT PAVING 12"CY CHERRY x a CD CB 1021 M WATER VALVE -PST POST I o °Qa RIM - - - - - - - ❑ TELECOMMUNICATIONS RISER ` ' ±:' GRAVEL SURFACE 12"F FIR " x 12" CPPPP IE E 102.31 E PIPE W CAPPED WETLAND FLAG N75 41 35 W 9.82 Q °a LEFT/RIGHT TURN ARROW 6'CLFNC 10"M O CALCULATED SECTION CORNER I RIGHT/THROUGH ARROW ° 8 oa SHEETINDEX THROUGH ARROW CALCULATED QUARTER CORNER 24" CPP OUTFALL INTO x Q Q I POND AREA WAS NOT I (N.T.S.) ACCESSIBLE AT TIME OF 6'POST FENCE CONT. N. MAPPING (LOCATION I I 'SPEED BUMPS' 5 MPH DEPICTED IS APPROXIMATE) a x � � RIM 105.61 � 13.5' DBL SWING GATE X�X�X12" CPP IE 101.71(IN S.) 12" CPP IE 101.71(OUT N.) PS � / X�X�X- X- 8"M X�x Od' y CB (13941) CB (10309) - X X X X X X X X X ° a RIM 109.59 RIM 109.81 X X X- - % X-�X PST. ��' ° a 12" CPP IE 104.08(SE.) _ 6„M 12" CPP IE 104.81(S.) 0 0 �- - � 0 20' 40' GRAPHIC SCALE --------------------------------- ----------- -----f T................. ................. ---------------------------------ffl.---------------------------------------------------------- ---------------------1--1-4...................... PORTION OF N / 1 2 SW 1 /4, SEC 23, TWP 23N., RGE SE., W.M. SEE SHEET 4 CITY OF RENTON, KING COUNTY, WASHINGTON REV# DESCRIPTION OF REVISION DATE BY LEE PROJECT: NEW LIFE CHURCH #1 ADD PED BUTTON AND UNDERGROUND POWER AT INTX 0 1fAS8 C TM CAL CARPENTER #2 ADDED TRAFFIC LOOPS, ADDED CITY OF RENTON BENCHMARK 12/04/24 ZN N c�Q` o� 15241 NE 90th Street, Suite 100 JOB NUMBER: 22-097 Redmond,d WA 98052 DATE: 12/10/24 #3 ADD UTILITY LIDS BY SIZE, TRAFFIC POLES, AND SIDEWALK JOINTS 12/10/24 JM Office: 425-823-5700 SCALE: 1" = 20' # 4 '�0 094 email: info@sam.biz SURVEYOR: ZLN SS,j 01STE� �' TECHNICIAN: JM / TJO / ERM #5 0AL L DRAWING: 22097_C3D PAGE: 3 OF 5 -----------------------------------/ - -------------- ----------------------------- c S 6"DT SHEET 2 a -1 GRA I RIM 109.33 SHEETS O 12" CPP IE 103.56(E.) 12" CPP IE 103.47(NW.) I o FSD SD I I a SPEED PUMP \ SHEET 4 / o a SHEET 5 I 4"DT 4"DT a I I P P P L- - - - - - - - - 'CAUTION SPEED BUMPS AHEAD' a 8„IT SHEET INDEX - I 6 \ (N.T.S.) CB RIM 109.44 I 12" CPP IE 104.45(N.) 12" CPP IE 104.51(S.) I l� a SPEED PUMP ° 8"DT N a a 'CRITICAL AREA' P P 4"DT a p P P ` 8»DT 'CAUTION SPEED BUMPS AHEAD' / I CB 939 / RIM 109.60 12" CPP IE 105.77(OUT N.) / �6"DT 1 ✓ I I i SPEED PUMP RIM 110.46 12" CMP IE 108.10(OUT NE.) 3.5' SPLIT RAIL FENCE RIM 110.14 12" CMP IE 107.26(IN SW.) 18" CPP IE 107.26(OUT E.) 4"DT 0 P =4"DT 12" CPP IE 107_M(t4--Z, 18" CPP IE 106.88(IN W. 18" CPP IE 106.81(OUT E. SEE SHEET 3 ----------------------------------------------------�--------------------------------------------------------- ------ ------------- -I-- --r --------------------- 6 M o a a o 4 M RR SPIKE IN W. FACE ° OF UP ELEV=108.00 ° PST �- 6"M 10" DIA. BOX ICV ICV a 12"M a SDMH 1 52 T-1 GRAT � iCV � I \ RIM 109.37 O , ° STOP' SPEED LIMIT a a 12" CPP IE 101.57(IN W.) 25 MPH' D ° � 24" CPP IE 101.52(IN S.) -SD Sp 24" CPP IE 101.47(OUT NW.) ICV SD SD SD \ SD SD SD �`SD 01 .7I T1 O Sp 8„M o f SDMH 10380 T-1 GRAT o I _g„M� ° i RIM 105.98 RIM 109.34 12" CPP IE 102.54(N.) ` 6,>M i 1 12" CPP IE 102.10(IN S.) 12" CPP IE 102.42(S.) I / 7�0 /- i 12" CPP IE 102.10(OUT N.) 12" CPP IE 102.43(E.) 12" CPP IE 102.47(W.) 6"M 6"M o I i d' P ° i P° P i P P P P ° I P I-0 o ( g"M O 6"M 1 I I I 0 20' 40' GRAPHIC SCALE / 6»M Q CULV__1\S N IE = 105.47' SDMH 10670 T-1 GRAT N a a RIM 109.41 ° \ SDMH 10569 T-1 GRATE_ 12" CPP IE 104.27(N.) RIM 109.34 - \ \ 12" CPP IE 104.30(S.) 18" CPP IE 101.40(IN S.) 18" CPP IE 101.40(OUT N.) CULV 18"DI S IE - 105.65' \ I I\ o a 1 cn nn 4"M 6"M ( 8"M o P P P r, P ° P p P P P CULV 18"DI N IE = 105.76' I CD RIM 106.04 / 12" DI IE 102.68(IN S.) 12" CPP IE 102.52(OUT N.) _ 8„Nw ° RIM 109.39 \ RIM 109.32 o n 12" CPP IE 106.00(OUT N.) 18" CPP IE 103.34(IN S.) cn 00 18" CPP IE 103.27(OUT N.) n (DBL CHK'D) Lo rL / 0 4. 0 ,7O M o 4 1 0 I a c/) 110 8»ti Z W � SSMH 13843 oQ RIM 106.40 10" DIA. BOX(FLUSH) Z I 8" PVC IE 96.59 o cv I (IN S., OUT N.) IV) `n 2.5' HIGH (TYP.) 2' DIA. CONC. BASE ICV ° o �� a ° 8"M I . I o I 0 N SD SD Sp SD SD SD SD °- / d ° SD � � SD Sp SD / I a 0 o a_�7O CB10057 SD 0 I RIM 106.18 12" DI IE 103.33(IN W.) 107.47(IN W.) I � � � 1 4 8' M � � 1 12" DI IE 103.18(IN S.) 107.40(OUT E.) CB (10 RIM 108.55 ° ° 12" DI IE 103.18(OUT N.) RIM 109.44 12" CPP IE 105.23(13810) 6„ \ 0 12" CPP IE 106.20(OUT E.) I 12" CPP IE 105.23(10663) o CY .2"CY_ I „ 12" CPP IE 106.18(IN W.) � 5 CY 4" CY (DBL CHK'D) 4"CY SD 8» CY 8"DT CB (113�- o- CB 10118 LID STUCK %m o 0 C� �`' 0'5a, RIM 108.98 1 12" CPP IE 104.30(IN W.) / 8"M a a I 6 EN/A (TO 10057) a 18" CPP IE 104.35(IN S.) 1 18" CPP IE 104.35(OUT N.) - ` \ (DBL CHK'D) ® 6"DT / --- \ 0 c 1 RIM 106.13 12" DI IE 104.09(OUT E.) \ N o \ N \ 4 \ 8"M o o I LJ Y 10"CY 2»CY o 2"CY' _ 2"CY 1 ( o N - - 2»CY 10» CY 12»CY 6 ° "CY T PST PSTPST ST � 6"M' ~ I RRSPIKEIN W. DRIVE LANE SPEED LIMIT' FACE OF UP 5 MPH CURB IN DISREPAIR RIM 106.94 a Q DUE TO TREE ROOT 12" DI IE 104.36(OUT E.) ELEV=107.32 4"x4"xCHIGH WOODEN PST o 0 W/SIGN 'NO PARKING' CB 13755 N N a 1 13 SOLID LID W/ARROWS E. AND W. (TYP.) RIM 108.87 RIM 106.88 _ 18" CPP IE 105.52(IN S.) ° a ° 12" DI IE 103.79(IN W.) SD Sp SD 18" CPP IE 105.57(IN W.) 12" DI IE 103.60(OUT N.) SD Sp SD SD 18" CPP IE 105.57(OUT N.) a ° a 3u SD a WCR I a j a ° 'LOST SIGNAL \ NORTH' 4.7'HIGH PARK & RIDE' ' \� NO OVERNIGHT PARKING' cn \ I \ 'TOW AWAY' SIGNS - I Jf -PST------- -------- ----------------- -------- -� --- - -------L-------- - - - -llr -- - w --- --- ------------------------- ---- - SEE SHEET 5 PORTION OF N 1 /2, SW 1 /4, SEC. 23, TWP. 23N., RGE. 5E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON m 0 J z z N 3 0 04 a 0 z 04 N U zz 0 z z LEGEND lu v ��� h EX. PROPERTY LINE —••—••—••—••— / / �� I,�\-/ ---__ PROPOSED PROPERTY LINE --- --- a I \X V I . I SAWCUT-------------- VN I \ i PROPERTY LINE SANITARY SEWER PIPE —SS— c_5.0 \ PROPOSED DEDICATION LINE 72 CLEANOUT (TYPE PER PLAN) c-5.o c 5.0 0 I(L � 'SPEED LIMIT\ ► I 25 MPH' / \ I I I/ I TWO-WAY CLEANOUT TEE IE=96.33 I--------------------------------------------------------------------------- I III ! 20+50 0 SS—SS—SS—SS—SS—SS—SS—SS—SS—SSSS—ss—ss- • 0SS—SS—SS—SS—SS—SS—SS SS —SS �"-_SS r-----------------------------------/-------------------------------------------- - - - - - - - - - - - - - - PRIVATE 6" PVC SDR 35 SANITARY SIDE SEWER SERVICE, SHOWN FOR REFERENCE ONLY �I (TO BE INSTALLED UNDER SEPARATE CRWSD SIDE SEWER PERMIT) —SD— —SD— SD 1 21+00 I MISS ESSE I � I III I III I 9p I , I 11 I ,I 10 , PROPOSED SANITARY SEWER STUB PLAN (STA. 20+00.00 TO 21+17.88) SCALE: 1" = 5' 20+00 21+00 1 1 1 1 1 110 T - — — — — — — i Wei LEI 95 20+0000 CO Do O° �o wnH�yl�-o� FO)/-A\ i - 3 , 112712 2 � 47 335 rn ��'o,� ��GI STV m 6814 Greenwood Ave N T (206) 522-9510 �`SS10 L W Seattle, WA 98103 WWW.PAcLAND.COM J W INSTALL 6" IE = 96.33 E 6" PVC SDR 35 SANITARY SIDE SEWER SERVICE, SHOWN FOR REFERENCE ONLY INSTALLED UNDER SEPARATE CRWSD SIDE SEWER PERMIT) rn � STATION �o o� PROPOSED SANITARY SEWER STUB PROFILE (STA. 20+00.00 TO 21+17.88) SCALE: H: 1 "=5' V: 1 "=2.5' lk"1 0 DE REVISIONS #1 DE REVISIONS #: REVISION PACLAND 1/8/2025 SURVEYED: ZLN PACLAND 1/27/2025 DESIGNED: WL DRAWN: WL CHECKED: JAC BY DATE AP P R APPROVED: SCALE: AS SHOWN ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL• NAVE) 1988 HORIZONTAL: NAD 1983/1991 DATU M SS _SW 1/4OFS237T23N, R 5 E Lu (n W i I � � I I Q ' I O I 1 I I N' H STA. 21 +17.88 CONNECT 6" SANITARY SEWER STUB TO EX. 8" SS MAIN IE = 95.80 I I EX. 8" SA ITARY SEWER will: V U) Q I i PROPOSED DEDICATION LINE (6' MINIMUM DEPTH OF SIDE SEWER AT PL) PROPERTY LINE EXISTING GRADE I I � EX. POWER IE = 103.12 ASS I I I EX. 12" SD IE = 101.81 15 LF 6" PVC SDR 35 @ 3.51 % SCALE: 1" = 5' 0 2.5 5 10 ACEIDARRIVER WATER 80 NEWER DISTRICT 21 +25 1 110 r 100 STA. 21+17.88 CONNECT 6" SANITARY SEWER STUB TO EX. 8" SS MAIN IE = 95.80 Know what's below. rw,rnwvmm rows �a,�,� Call before you dig. CEDAR RIVER WA10 a SEWER DISTRICT BY PACE ENGINEERS INC. " 2 1/ L SIGNAMftN TI fyo, DATE SU&ECT TO: WASHINGTON STATE DEPARTMT OF HEALTH APPROVAL IONG COUNTY FIRE MARSHAL'S APPROVAL CITY OF RENTON CIVIL CONSTRUCTION PMAT (C24004215) APPROVAL NEW LIFE CHURCH 15711 152N D AVE SE SANITARY SEWER STUB PLAN AND PROFILE Q0 0 0 0 1-4 1� Ln N 0 0 N U 0 0 0 0 N Q DATE: 1 /27/2025 LJ FIELDBOOK: PAGE: DRAWING NO: SS-1.0 w SHEET: OF: z