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m Jima Hendrix Meman al^t� SW1/4OFS237T23N, R 5 E Renton QN: Eft-f ® Utial�ma -.i hon Garden Inn .. O II 1 a';N MEADOWS W Heritage Par% we9tem Rerrton lnn Le Sure Estates Moblle Home Park T Sunnydale Mobile 15 \ Home Park nlnn 1/ \1 ,on-seanle v V y Med © 5 SE Pevc..E. P< BENSON HILL W II VOr-haan Fa� LL�j W� G tlwara Sinh Sabh (Washingtogn J U 0 0 0 z z i 0 N W In W a z z U z 0 z W z z 0 c� z 2 3 vi W zz J I - Uberty High School0 Maplevnod Golf Cbur.e PROJECT SITE MAPLEWDOD 4 -coergh Hip Scnooi Fa odLb-[y Q f-y FAIRWOC[ Falmood Meeker Middle School© St Stephen the Martyr SE192na5, SE192na Sr 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 pi MIR m__101 RENTON, KING COUNTY, WASHINGTON 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 WATER do SEWER DISTRICT BY PACE ENGINEEIM, INC. LLi SIGNATURE rALjsfie, DATE SUBJECT TO: WASHINGTON STATE DEPARTMENT OF HEALTH APPROVAL IONG COUNTY FIRE MARSHAL'S APPROVAL CITY OF RENTON CIVIL CONSTRUCTION PERANT (C24004218) APPROVAL DRAWING INDEX SHEETNO. DRAWING TITLE CV-1.0 COVER SHEET 1 OF 5 TOPOGRAPHY SURVEY 4 OF 5 TOPOGRAPHY SURVEY 5 OF 5 TOPOGRAPHY SURVEY C-4.0 WATER KEY MAP C-4.1 WATER MAIN PLAN AND PROFILE C-4.2 WATER MAIN PLAN AND PROFILE C-4.3 WATER MAIN PLAN AND PROFILE C-4.4 WATER MAIN PLAN AND PROFILE C-4.5 WATER MAIN PLAN AND PROFILE C-4.6 WATER MAIN PLAN AND PROFILE C-7.0 WATER DETAILS C-7.1 WATER DETAILS C-7.2 WATER DETAILS GENERAL NOTES 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 U11LITIES 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. Lit 7- N 0 0 N U 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 -----------------------------------/ - -------------- ----------------------------- 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 0 20' 40' GRAPHIC SCALE SEE SHEET 4 _____________________________\�________________ ___ ________ ____ ___ ____________________ra ________________________________________----- ------------ ----- T------------------------------------------------------ _�_ ------ _ � �� \ G PST G G G' 1 I I PST G / a CB 14385 2"M Q ° PST 1 'CYST FYST G / 4 ° RIM 115.43 I ° z1,211CYPST GPS G_12" CPP IE 112.49 (N) 12" CPP IE 112.35 (SSE)CB (13447) 0 0 I I o \ RIM 110.43 10"DT I ° I CB 14176 RIM 109.69 26"F � i I N 12" CPP IE 107.60 (N) > 12" CPP IE 106.32(IN S.) 0/ as 774 \ 18" CPP IE 105.92(IN W.) o 4„ 12" CPP IE 107.58 (S) M 6 M N 18' CPP IE 105.99(OUT E.) AVSSMH (13714 RIM 107.24 N \ / \ 3%3" POST 4.7'HIGH PST W/'BACK IN 8" PVC IE 98.12 ° a W/BASKET HANGING PARKING ONLY' SIGNS (IN S. & E., OUT N.) \ HOOK � ° \ o 776 I I / �I a I T T 1 0 \ o RIM 110.45 N i 0 18 \ \ SHEET 2 T� N88'13 "M '47"W 26.00' � WG-6"M j \ \ I I 8"M \\ \ \ o / 3%3" POST 4.7'HIGH I I I \ \ N / HOOKSKET HANGING , \ I \ \ \ I I I I o \ I \ ❑ \ PS \ I SHEET 4 I o I I 720 � \ I I I I I I I � I I M \ I M L I I \ \ SHEET 5 0 U) co I I RIM 119.60 \\ \ "6\ CB 14188 I RIM 113.15 I * \ RIM 115.07 L- I I PUMP STATION, UNKNOWN \ � Z � ORIGIN/PURPOSE \ \ 12" CPP IE 111.83 (N) \ 4»M 12" CPP IE 111.77 (S) f 4"M \ \ I I CB 14177 RIM 123.32 6" PVC IE 120.02 (SSE) 12" CPP IE 117.76 (SE) 12" CPP IE 117.69 (N) I \ \ z \ I \ r 724 I WIP WIP a r WV 14185 RIM 124.27 - - - - L TOP NUT 123.21 I ° WIP_00� »I I \ F 3"x3" POST 4.7'HIGH SHEET INDEX W/BASKET HANGING (N.T.S.) HOOK I I \ a � PST LEGEND I I \ o z POWER JUNCTION BOX CC= ROCKERY 0--❑ STREET LIGHT RETAINING WALL _ YARD LIGHT - - - D DITCH LINE - QT TELECOMMUNICATIONS MANHOLE SS SANITARY SEWER LINE \ ° E-- GUY ANCHOR SEWER LINE (PER CITY GIS) \ UTILITY POLE W/ LIGHT, UNDERGROUND SD STORM DRAIN LINE I I �7\ CONDUIT & TRANSFORMER - - - OP OVERHEAD POWER LINE ? UTILITY POLE W/ TRANSFORMER & P POWER LINE \ UNDERGROUND CONDUIT T TELECOMMUNICATIONS LINE TRAFFIC SIGNAL POLE FO FIBER OPTICS LINE I I \ \ -0- UTILITY POLE C CABLE LINE CB 14973 ® TRAFFIC SIGNAL BOX W WATER LINE I I RIM 121.62 0 SANITARY SEWER MANHOLE G GAS LINE 12" CPP IE 117.63 (W) ❑ CATCH BASIN X X X CHAIN LINK FENCE LINE (CLFNC) \ 12" CPP IE 116.59 (N) Q❑ STORM DRAIN MANHOLE [] WOOD FENCE LINE (BFNC) I I o I - 3"x3" POST 4.7'HIGH GAS VALVE - - - WETLAND A, W/BASKET HANGING SIGN ° d 12"A ALDER I I N,HOOK ELECTRICAL BOX CONCRETE PAVING 12"COT COTTONWOOD < CULVERT d ° \ 12"D DECIDUOUS I I IQ FIRE HYDRANT 12"M MAPLE I PS n M ICV IRRIGATION CONTROL VALVE ASPHALT PAVING 12"CY CHERRY \ o o M WATER VALVE - - \I� N88'13'47"W 20.00' 122 -PST POST GRAVEL SURFAC❑ TELECOMMUNICATIONS RISER E II I 12"F FIR - - \ WETLAND FLAG 8 - F - - RE LANE 15.0' / I I � \► \ o LEFT/RIGHT TURN ARROW WATER EASEME '" ' l \ Y v_ �/�'►► CDCALCULATED SECTION CORNER NT REC. \ \ 72 0 2 z N RIGHT/THROUGH ARROW I I I I N0.2010012000403 \ �, \ - _ _ _ y Ff E SANE o ==> THROUGH ARROW Doc)"" CALCULATED QUARTER CORNER I a ° ° SSMH 14717 ��\-_a Wo a ° ° RIM 124.54 - _ o Q_ Z I W 4"A ° 8" PVC IN (SW) SSA 124, I ° d - -- CNTR CHANNEL0UT 116 24 - a ° _ SSMH I S -- --__ RIM 120.13 8" PVC IN SW ss-_�_ 10" PVC OUT E I ( ) I ° !y� CNTR CHANNEL 109.83 I I SSCO 14974 a d 126 - - _ s� RIM 127.78 I - ----------- I I *COULD NOT OPEN L - - - - - - - - - - - I I W <4d °W RIM 108. I w CB 14135 ° - I - - - LL RIM 124.78 ------------------ 8" PVC IE 122.11 (E) a d.. d.a , _l\ - \\\ 12" CPP IE 121.86 (NNE) -- I 12" CPP IE 121.85 (S) ° 4 I ° 1\ I \ \ \ d ° d ° I °ROCK dd,. ° a L I COLUMNS d S$ as d a \\ \ \ I °d I I d HANDRAIL d d d \✓ a dd ° (TYP) ° I I d ° 0 SD. ° ° _ - d a ° d - 4, °. d d ° DEGORAT#VE ROCK PORTION OF N 1 /2, SW 1 /4, SEC. 23, TWP. 23N., RGE. 5E., W.M. ° ° . � ° � ° °a a d ° � ° _a FOUNTAIN ° ad CITY OF RENTON, KING COUNTY, WASHINGTON DESCRIPTION OF REVISION DATE BY d d ° ad `Q SS ° d d a d ° d ° d 1, E E PROJECT: NEW LIFE CHURCH ° ° d d ADDED TRAFFIC LOOPS, ADDED CITY OF RENTON BENCHMARK 12/04/24 ZN O d a W s C TM CAL CARPENTER ° ° N �Q` 0 15241 NE 90th Street, JOB NUMBER: 22-097 4 a . d 5 y ADD UTILITY LIDS BY SIZE, TRAFFIC POLES, AND SIDEWALK JOINTS 12/10/24 JM d a Suite 100 SO a ° DATE: 12/10/24 Redmond, WA 98052 ° Office: 425-823-5700 SCALE: 1" = 20' a ° email: info@sam.biz SURVEYOR: ZLN 4 g d 8 ° 4 \ �� s �I STE TECHNICIAN: JM / TJO / ERM \ ° S'In.>._ _.n ��- npA%Annir_• 77na7 rrzn m • 1� U U 0 t2 z z N 3 0 04 a 0 z 04 N U F i z 0 z W 1 z z O C9 Z 2 vi W zz J GENERAL UTILITY NOTES WATER NOTES SANITARY SEWER NOTES SEE SHEET CV-1.1 FOR GENERAL UTILITY NOTES. SEE SHEET CV-1.1 FOR WATER NOTES. SEE SHEET CV-1.1 FOR SANITARY SEWER NOTES. I� P P �MATCH U�ISEE I III I SHEETl� �I UTILITY KEY NOTES WATER CONSTRUCTION KEY NOTES QA CONDUIT FOR TELECOM; SIZE, TYPE, AND QUANTITY PER SERVICE PROVIDER. © TELECOM VAULT; SIZE AND TYPE PER SERVICE PROVIDER. © NOT USED. QD CONDUIT FOR UNDERGROUND POWER; SIZE TYPE, AND QUANTITY PER SERVICE PROVIDER. QE ELECTRICAL VAULT; SIZE AND TYPE PER SERVICE PROVIDER. 6814 Greenwood Ave N Seattle, WA 98103 T (206) 522-9510 WWW.PAcLAND.COM AI0>��GI 1SSIONAL 01 INSTALL 8"' DI CL52 WATER LINE (RJ PIPE), MAIN EXTENSION. 0 INSTALL 6" DI CL52 WATER LINE (RJ PIPE). 0 INSTALL 1" I.P.S. HDPE DOMESTIC WATER LINE. 2 -7.1 2 ® 5/8" DOMESTIC WATER METER. c-7.1 0 1" DOMESTIC WATER SERVICE CONNECTION. c � 1 © FIRE HYDRANT. e G47. 07 FIRE DEPARTMENT CONNECTION (FDC), PRIVATE. ® DOMESTIC SERVICE REDUCED PRESSURE BACKFLOW ASSEMBLY (RPBA) 0 CONNECT TO EXISTING WATER MAIN. e e c-7.o c-7.1 10 4" FIRE SERVICE CONNECTION. 11 INSTALL 4" DI CL52 FIRE LINE (RJ PIPE). 12 4" FIRE DDCVA. @ 13 INSTALL BEND (SEE PROFILE FOR STATIONING AND ANGLE). 1 1 PERMIT REVISIONS #1 NO. I REVISION TBM-C RR SPIKE IN W. FACE OF UP ELEV=108.00 RIM 106.40 8" PVC IE 96.59 (IN S., OUT N.) SW1/4OFS237T23N, R 5 E LEGEND EX. PROPERTY LINE PROPOSED PROPERTY LINE PROPOSED WATER EASEMENT SAWCUT WATER PIPE TEE/BEND AND CONCRETE BLOCKING GATE VALVE FIRE HYDRANT FDC WATER METER BOX RPBA SANITARY SEWER PIPE CLEANOUT (TYPE PER PLAN) TELE. UTILITY LINE/CONDUIT UNDERGROUND POWER LINE/CONDUIT STORM PIPE STORM STRUCTURE ROOF DRAIN LEADER FOOTING DRAIN -------------- -w- g 0 SS- T UGP O 0 WATER & SEWER PLANS SUBMITTED SEPARATELY TO CEDAR RIVER WATER & SEWER DISTRICT UNDER DEVELOPER EXTENSION O O O t t c-7.0 2 N C-7.0 3 C-7.0 3 C-7.1 2 C-7.1 1 C-7.2 1 C-5.0 1 C-5.0 C-5.0 T) N O O N U Qkp SCALE: 1" = 20' 0 10 20 40 Know what's b@IOW. Call before you dig. R-432431 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING yqi 03/26/2025 DATE: PACLAND 1/27/2025 SURVEYED: SCALE: W ZLN As SHOWN �`�TNAVD1968 NEW LIFE CHURCH / / HORIZONTAL: NAD 1983/1991 1 27 2025 DESIGNED: U CITY OF 15711 152ND AVE SE FlELDBOOK: Li — DRAWN: RENTON PAGE:MB ONE INCH DATUM DRAWING NO: CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. UTILITY PLAN C — 3 , 1 JAC IF NOT ONE INCH BY DATE AP P R APPROVED: SCALE ACCORDINGLY SHEET: OF: LJJ z m • U In-, U W z O M J z z N O 0 W W 0 z N N U Y Z O F Z W a' z z 0 2 3 vi W z W J [0)/-A\ rmm"k me 6814 Greenwood Ave N T (206) 522-9510 Seattle, WA 98103 WWW.PAcLAND.COM �`ssIONAL ���'L 1 o• a C.?0 v J a a�0 0 VALVES PER P C-4.2 1 DE REVISIONS #1 2 DE REVISIONS #: NO. I REVISION C— 4.3 �o V r,►�y; 32-L 6- , 31+00 31+50 k_.6 'I C-4.4 11;i I11Q 0 I N PACLAND 1/8/2025 SURVEYED: ZLN PACLAND 1/27/2025 DESIGNED: WL DRAWN: WL CHECKED: JAC BY DATE AP P R APPROVED: Nag 413g"W 619'62'lsP i M _ SCALE: AS SHOWN ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL• NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M APPROVED FOR CONSTRUCTION CEDAR RNER WATER & SEWER DISTRICT BY PACE ENGIINEERS, INC. SIGNATURE PAWS 0:: , ME SUBJECT TO: WASHINGTON STATE DEPARIYENT OF HEALTH APPROVAL IONG COUNTY FIRE MARSHALS APPROVAL CITY OF RENTON CIVIL CONSTRUCTION PERMIT (C24004215) APPROVAL ACEDARRIVER WATER 80 SEWER DISTRICT SW1/4OFS237T23N, R 5 E SCALE: 1" =100' Know what's below. 0 50 100 200 Call before you dig. NEW LIFE CHURCH 15711 152N D AVE SE WATER KEY MAP Q0 0 0 0 1-4 0 0 0 0 N Q DATE: 1 /27/2025 LLJ FIELDBOOK: PAGE: DRAWING NO: C-4.0 w SHEET: OF: z m • 0 M J z z N 3 0 04 W cz 04 i W x z 0 z W i z 0 2 3 vi W z J W 0 / -`90 S w � SW1/4OFS237T23N, R 5 E I / ABANDONED PIPE I; y I'/ PROPOSED 15' WATER EASEMENT TO CRWSD (TYP) / / / / ' N PROPOSED CON CTION APPROX. 60 FT FROM OM EX. VALVE SEE SHEET C-4.0 I / � I / I /Aj I / � I 0+90 1 +00 130 I I 125--- 120 z 0 Q w w w 115 HE 105 -J 0+90 STA. 0+97.50 mw - - - - - - - - - - - - - 1+50 - - - - ---------------- - - - - -- 2+00 - - - - - - - - - - - - - - - - - - - - - - - - - 2+50 -- - - - - - - - - - ---------74--- 3+00 -- ------4 ---------- 3+50-------------- + - - - - - - - - -w - - wow w�w�w�w�w�w��w w�w�w�w�w�w / ww�w�w�w�mw�W* �ww � ----------------------1--------------------------i----------�- �i / I A j , i / / / EX. LID (ABANDONED) PROPOSED WATER LINE PLAN (STA. 1+00.00 TO 3+80.00) 2+00 SCALE: 1" = 10' WATER CONSTRUCTION KEY NOTES 1 0 co° co cq 2+00 N o 3+00 N N N CV N CV M STATION °° N N ACV PROPOSED WATER LINE PROFILE (STA. 1+00.00 TO 3+80.00) SCALE: H: 1 "=10' V: 1 "=2.5' 6814 Greenwood Ave N T (206) 522-9510 Seattle, WA 98103 WWW.PAcLAND.COM �`ssIONAL ���'L 1 2 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 SCALE: 1" = 10' 0 5 10 20 VERTICAL• NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M 1-0 Know what's below. Call before you dig. IMA RI E 14 WATER & SEWER DISTRICT LEGEND EX. PROPERTY LINE PROP(1SFn PROPERTY I INF 120 115 110 105 3+85 APPROVED FOR CONSTRUCTION CEDAR RIVER WATER do SEWER asiRlcT BY PACE DPI INC. SIGNATUREfi'1tGsf,��DA7E SUBJECT TO: WASHINGTON STATE DEPARTMENT OF HEALTH APPROVAL. IONG COUNTY FIRE MARSHAL'S APPROVAL CITY OF RENTON CIVIL CONSTRUCTION PERMIT (C24004218) APPROVAL NEW LIFE CHURCH 15711 152N D AVE SE WATER MAIN EXTENSION PLAN AND PROFILE Q0 0 0 0 1-4 In N 0 0 N U U U DATE. LLJ 1 /27/2025 FIELDBOOK: PAGE: DRAWING NO: C-4.1 w SHEET: OF: z m • U U LLJ LL- LJ z 0 M J z z N 3 0 04 a 0 z 04 i U U �a i z 0 z W _ z z 0 2 3 vi W zz J 115 fI I 105 cl 3+75 3+75 U. cD r- r; SW 1/4 OF S 237 T 23 N7 R 5 E WATER CONSTRUCTION KEY NOTES LEGEND INSTALL 8"' DI CL52 WATER LINE (RJ PIPE), MAIN EXTENSION. EX. PROPERTY LINE - • • - • • - • • - • • - • • - \�1 U z - 13 INSTALL BEND (SEE PROFILE FOR STATIONING AND ANGLE). I [ • - _ m PROPOSED PROPERTY LINE • '— �P P � � � NOTE: CONTRACTOR TO HORIZONTALLY DEFLECT PROPOSED WATER EASEMENT ' ❑ WITHIN HALF OF MAXIMUM DEFLECTION PER P P P .....� [] f [ MANUFACTURER'S RECOMMENDATIONS. SAWCUT ----------------- —P - / • �� WATER PIPE TEE/BEND AND CONCRETE BLOCKING 'lid - - - - - - - O 4+00' - - � 7 � - - - - - - - - - - - - - - - - - ` PROPOSED 15 WATER EASEMENT TO CRWSD (TV) -r7 V wow w�w�w�w�w—W -4+50- _ f1 ----- --------------_-_--_—_ w�—w—_- _ ` WETLAND BU FER f1� W/ _ w_— w _ _ _• _ �fJ L1 _ \ Wftftftft — ki _ w\ _ P — _ �wmesa -I I w -w_ 13 I \ I U) 00, Ti PROPOSED WATER LINE PLAN (STA. 3+80.00 TO 6+50.00) SCALE: 1 = 10 _ _ j PIPE MATERIAL NOTE: RJ PIPE MUST BE NOTE: CONTRACTOR TO VERTICALLY DEFLECT "THRUST LOCK" BOLTLESS RESTRAINED PIPE WITHIN HALF OF MAXIMUM DEFLECTION PER 0 BY PACIFIC STATES OR EQUAL. MANUFACTURER'S RECOMMENDATIONS. 6814 Greenwood Ave N Seattle, WA 98103 4+00 T (206) 522-9510 WWW.PAcLAND.COM 5+00 6+00 EXISTING/PROPOSED GRADE EX. 2" POWER IE = 107.48 (ASSUMED) CONTRACTOR TO POTHOLE CROSSING IN ADVANCE TO ALLOW PROFILE ADJUSTMENTS AS NECESSARY EX. 12" SD IE = 108.00 (ASSUMED) z ,� CONTRACTOR TO POTHOLE CROSSING IN ADVANCE z TO ALLOW PROFILE ADJUSTMENTS AS NECESSARY 0 �`ssIONAL ���'L 535 LF 8" D.I.P. STA. 6+48.28 (RJ) 1 - 8" 22.5• BEND (RJ) CONC. THRUST BLOCKING o rn o o 5+0o STATION s+oo CDo e 0 0 0 PROPOSED WATER LINE PROFILE (STA. 3+80.00 TO 6+50.00) SCALE: H: 1 "=10' V: 1 "=2.5' 1 DE REVISIONS #1 PACLAND 1/8/2025 SURVEYED: ZLN SCALE: AS SHOWN 2 DE REVISIONS #2 PACLAND 1/27/2025 DESIGNED: WL DRAWN: WLI ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY CHECKED: JAC NO. REVISION BY DATE AP P R APPROVED: VERTICAL• NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M SCALE: 1" =10' 0 5 10 20 Nw ACIEDNARRIVER WATER & SEWER DISTRICT APPROVED FOR CONSTRUCTION CEDAR RIVER WATER & SEWER DISTRICT BY PACE,QMNEOM INC. l �2 SIGNATURE N• f��Q �jl�f,,�DAZE SUBJECT M WASHINGTON STATE DEPARTMENT OF HEALTH APPROVAL IONG COUNTY FMtE MARSHALS APPROVAL CITY OF RENTON CIVIL CONSTRUCTION PERMIT (C24004215) APPROVAL 6+55 6+55 c o 115 110 105 11' Know what's below. Call before you dig Q0 0 0 0 1-4 In N 0 0 N U NEW LIFE CHURCH DATE: 1/27/2025 LJ FIELDBOOK: 15 711 15 2 N D AVE SE PAGE: WATER MAIN EXTENSION DRAWING ND: EE4.2 PLAN AND PROFILE LLJ SHEEN OF: z m • U U W z 6+45 115 t1I 110 z 0 Q LLJ LLJ M 5 z N 3 100 6+45 0 dd o w OR a o o z N U `1 Z O z w a' z z 0 FO)/-A\ Li � o / 0- \ _ I c 4„DT 4"DT I o P 1 I I — — UGP UG "M 6"M I I P p o A- IN, X p —p---p p — — — — — — — — — — — — — — — — — — O � w w V 12 ■ STA. 8+17.63 8.50' LT IF ' 8))T 1 - 6" FIRE HYDRANT ASSEMBLY I r I 6 14 7 1XPROPOSED 15 WATER EASEMENT TO CRWSD (TYP) I � I ' C L _ 2 3 I , 5 11 I I/ 13-7+00 — — — — — — — — — — — — — — — — — — — — ---7+50-------------------------8+00-----J 8+50 / w�w� �w�w�w wmmo�w�w�w�w�w�w�wmm*�ww wwww ww� /I / /---------— — — — — — — — — — — — — — — -----a------------------------------ — — — — — — — — — — — — — — — — — — — — — — — - ---- / I STA.8+17.63 !f 1 1 6" FIRE HYDRANT CONNECTION 10 ' V — /' / I STA. 8+21.31 ' W / ' a 1" WATER SERVICE CONNECTION 1 1 ' j oCL /Ri cn DT 6 �44 L �i--------- P P —P / p p p d — P P p P j P P P P— ¢? PROPOSED WATER LINE PLAN (STA. 6+50.00 TO 8+60.00) SCALE: 1" = 10' 7+00 8+00 8+65 1 1 1 1 I 1 1 1 115 EXISTING/PROPOSED GRADE STA. 6+48.28 1 1 - 8" 22.5' BEND (RJ) CONC. THRUST BLOCKING STA. 6+98.87 1 - 8" 45' BEND (RJ) _ CONC. THRUST BLOCKING 50 LF 8" D.I.P. EX. 12" SD / (RJ) IE = 104.35 m 6814 Greenwood Ave N T (206) 522-9510 z Seattle, WA 98103 WWW.PAcLAND.COM CM 0 T 2712 2 I STY, �S14 �`ssIONAL 7+00 EX. 2" POWER IE = 108.03 (ASSUMED) CONTRACTOR TO POTHOLE CROSSING IN ADVANCE TO ALLOW PROFILE ADJUSTMENTS AS NECESSARY STATION 118 LF 8" D.I.P. (RJ) STA. 8+17.63 1 - 8%6" TEE (FL) 1 - 8" GV (FLXRJ) - 8" ADAPTOR (FLXRJ) 1 - 6" GV (FLxRJ) CONC. THRUST BLOCKING 7 LF 6" D.I.P. (RJ) M1M 00 PROPOSED WATER LINE PROFILE (STA. 6+50.00 TO 8+60.00) SCALE: H: 1 "=10' V: 1 "=2.5' 1" SERVICE FOR 5/8" DOM. WATER METER 35 LF 8" D.I.P. (RJ) /N:I&EX:I:1 1 - 8%4" TEE (FL) 2 - 8" GV (FLXRJ) 1 - 4" GV (FLxRJ) CONC. THRUST BLOCKING 12 LF 4" D.I.P. (RJ) 110 EX. 12" SD 105 z IE = 104.05 0 85 LF 8" D.I.P. (RJ) MIN 8+65 CD of 0 1 DE REVISIONS #1 PACLAND 1/8/2025 SURVEYED: ZLN SCALE: AS SHOWN 2 DE REVISIONS #2 PACLAND 1/27/2025 DESIGNED: WL DRAWN: WLI ONE INCH IAT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY CHECKED: JAC NO. REVISION BY DATE AP P R APPROVED: VERnCAL• NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M SCALE: 1" = 10' 0 5 10 20 ACIEIDARRIVER WATER 80 SEWER DISTRICT SW1/4OFS237T23N, R 5 E LEGEND EX. PROPERTY LINE PROPOSED PROPERTY LINE PROPOSED WATER EASEMENT SAWCUT WATER PIPE TEE/BEND AND CONCRETE BLOCKING GATE VALVE FIRE HYDRANT WATER METER BOX RPBA FDC PIV DDCVA UNDERGROUND POWER LINE/CONDUIT UGP WATER CONSTRUCTION KEY NOTES 10 INSTALL 8"' DI CL52 WATER LINE (RJ PIPE), MAIN EXTENSION. 20 INSTALL 6" DI CL52 WATER LINE (RJ PIPE). 30 INSTALL 1" I.P.S. HDPE DOMESTIC WATER LINE. 2 C-7.1 ® 5/8" DOMESTIC WATER METER. 0 1" DOMESTIC WATER SERVICE CONNECTION. © FIRE HYDRANT. 3 c-7.o �7 FIRE DEPARTMENT CONNECTION (FDC), PRIVATE. QDOMESTIC SERVICE REDUCED PRESSURE BACKFLOW ASSEMBLY (RPBA) 10 4" FIRE SERVICE CONNECTION. 11 INSTALL 4" DI CL52 FIRE LINE (RJ PIPE). 12 4" FIRE DDCVA. @ 13 INSTALL BEND (SEE PROFILE FOR STATIONING AND ANGLE). PIPE MATERIAL NOTE: RJ PIPE MUST BE NOTE: CONTRACTOR TO VERTICALLY DEFLECT "THRUST LOCK" BOLTLESS RESTRAINED PIPE WITHIN HALF OF MAXIMUM DEFLECTION PER BY PACIFIC STATES OR EQUAL. MANUFACTURER'S RECOMMENDATIONS. APPROVED FOR CONSTRUCTION CEDAR RIVER WATER & SEWER DISTRICT 13Y PACEENGIIIINEE11M. M SIGNATURE y. )r&9e fJIN, 4,09,� DATE SUBJECT TO: WASHINGTON STATE OEPARTIIIENT OF HEALTH APPROVAL IONG COUNTY FlIItE MARSHALS APPROVAL CITY OF RENTON CIVIL CONSTRUCTION PERNT (C24004215) APPROVAL NEW LIFE CHURCH 15711 152N D AVE SE WATER MAIN EXTENSION PLAN AND PROFILE Know what's below. Call before you dig. Q0 0 0 0 1-4 In N 0 0 N U 0 0 0 0 N Q DATE: 1 /27/2025 LLJ FIELDBOOK: PAGE: DRAWING NO: C-4.3 LLJSHEET: OF: z m • I------ -----. te I o � � I -FD FD FD FD FD FD FD FD FD FD FD FD FD FD , RDL RDL RDL � I UGP UGP UGP UGF UGP UGP GP UGP UGP I L— — — — — — — — — — - — — — — — — — — - ------ ----- -P i ` Tf P P o00 , —P P 0000000� __________ _______________ \'--!-------_�_ --�_—_—_— --- — —__ — — — --_ —000—------------------- — — — — — — __--_-_------- --- __ _ _ -- • I oI I I o�\\I o 12 ' r STA. 9+41.03 8.50' Ll 1 - 6" FIRE HYDRANT \� I 6 —T L L_ VAN 2 IJ --------�* L---8+50 9+00 9+50 I 13 10+00��w w�w�w�w�w�w w�w�w�w�w lw�w�w�w�w�w�41.03 -------------------- lW MA TCH LINE, SEE SHEET C-4.5 10 1 6 FIRE HYDRANT CONNECTION —0 I I ICI I CE D Lj I I N Z�atW I '7, I I Zj 23 � I I o I I I o PROPOSED WATER LINE PLAN (STA. 8+60.00 TO 10+00.00) SCALE: 1 " = 10' 8+55 115 w 105 100 8+55 cDo Ou OR ci ai O O LU o 3 FO)/—A\ , � 112712 2 / U)�'1'0,� 47 335 `��GI W 6814 Greenwood Ave N T (206) 522-9510 STER�� �SS10NAL z W Seattle, WA 98103 WWW.PAcLAND.COM lL 9+00 10+00 10+05 o 9+00 U� '�' 10d-00 10+05 STATION C5co N o ai m a m O O O O PROPOSED WATER LINE PROFILE (STA. 8+60.00 TO 10+00.00) SCALE: H: 1 "=10' V: 1 "=2.5' 1 2 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• NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M SCALE: 1" = 10' 0 5 10 20 ACIEIDARRIVER WATER 80 NEWER DISTRICT LEGEND EX. PROPERTY LINE PROPOSED PROPERTY LINE PROPOSED WATER EASEMENT SAWCUT WATER PIPE TEE/BEND AND CONCRETE BLOCKING GATE VALVE FIRE HYDRANT WATER METER BOX RPBA FDC PIV DDCVA UNDERGROUND POWER LINE/CONDUIT SW1/4OFS237T23N, R 5 E ----------------- �W�wW FIX c-7.o c 17.1 g 2 C-7.0 3 C-7.0 2 C-7.1 1 C-7.2 G WATER CONSTRUCTION KEY NOTES 01 INSTALL 8'" DI CL52 WATER LINE (RJ PIPE), MAIN EXTENSION. 20 INSTALL 6" DI CL52 WATER LINE (RJ PIPE). © FIRE HYDRANT. c-7.o 3 07 FIRE DEPARTMENT CONNECTION (FDC), PRIVATE. 10 4" FIRE SERVICE CONNECTION. 11 INSTALL 4" DI CL52 FIRE LINE (RJ PIPE). 12 4" FIRE DDCVA. @ 13 INSTALL BEND (SEE PROFILE FOR STATIONING AND ANGLE). PIPE MATERIAL NOTE: RJ PIPE MUST BE NOTE: CONTRACTOR TO VERTICALLY DEFLECT "THRUST LOCK" BOLTLESS RESTRAINED PIPE WITHIN HALF OF MAXIMUM DEFLECTION PER BY PACIFIC STATES OR EQUAL. MANUFACTURER'S RECOMMENDATIONS. APPROVED FOR CONSTRUCTION CEDAR RIVER WATER & SEWER DISTRICT BY PACE ,ENGINEERS. INC. zlii z�-- SyIGNATUR�E�. H, f�%G� PAW-%fJd� DATE STO: I16kECT WASHINGTON STATE DEPARTMENT OF HEALTH APPROVAL KING COUNTY FIlRE MARSHAL'S APPROVAL CITY OF RENTON CIVIL CONSTRUCTION PEMAT (C24004215) APPROVAL NEW LIFE CHURCH 15711 152N D AVE SE WATER MAIN EXTENSION PLAN AND PROFILE Know what's below. Cal before you dig. Q0 0 0 0 1-4 In N 0 0 N U DATE: 1 /27/2025 LJ FIELDBOOK: PAGE: DRAWING NO: C-4.4 w SHEET: OF: z m • V r SS `S SS / a \ — PROPERTY LINE M 9 a ° a M °a PROPOSED DEDICATION LINE 13 J ----g0 �— � l / \ 1 00�' 1 as as ' I / as as as-1_ _as _ _ _ as �' , as— � as , as 1 ° � 1 1 -----LAS--------------- 12+00-------------------------12+50-------------� �M�M�M�M�IM�M�M M�MMM�IM�M�M�M -----Zi --— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — cn PROPOSED WATER LINE PLAN (STA. 11+70.00 TO 13+54.10) 11 +65 115 [Vol 14 ° e ° c d d d—\ 12+00 z i OZ X < �M > Ln w LO w 105 277 LF 8" D.I.P. (RJ) SCALE: 1" = 10' EXISTING/PROPOSED GRADE 13+00 as CIS i d N F— 0' �w0 o � - LL1 a d °D Vi �I z v �I 0 U) Do PROPERTY LINE PROPOSED DEDICATION LINE EX. 2" GAS IE = 106.64 (ASSUMED) I CONTRACTOR TO POTHOLE CROSSING IN ADVANCE TO ALLOW PROFILE ADJUSTMENTS AS NECESSARY EX. 2" POWER IE = 107.03 (ASSUMED) CONTRACTOR TO POTHOLE CROSSING IN ADVANCE TO Al I OW PROFII F ADJl1STMFNTS AS NECESSARY IE = 105.65 - 1 - 8" 45• BEND (RJ) CONC. THRUST BLOCKING I I I I I I I I I I I �_ EX 18" SD I I IE=106.13 j 58 LF 8" D.I.P. (RJ) M M 100 11 65 12+00 o � 00 OR O STATION o 13� 00 3 o O CR o o cD c , rn N � Cn Cn O O O 0') O w rn a z z PROPOSED WATER LINE PROFILE (STA. 11+70.00 TO 13+54.10) SCALE: H: 1 "=10' V: 1 "=2.5' W o A. C W pY WAS 1 DE REVISIONS #1 PACLAND 1/8/2025 SURVEYED: 2 DE REVISIONS #2 PACLAND 1/27/2025 ZLN mmk DESIGNEDWL psi 34375112712 5 DAWNISTV WL m 6814 Greenwood Ave N T (206) 522-9510 � S�ONAL ���'�CHECKE JAC W Seattle, WA 98103 WWW.PAcLAND.COM NO. REVISION BY DATE APPR APPROVED: J W 13+60 4- 115 110 105 STA. 13+36.69 4 LF 8" D.I.P. 1 - 8" 45• BEND (RJ) I (RJ) I CONC. THRUST BLOCKING I I 100 O Lq 13d-60 0 APPROVED FM CONS7RUC71ON CEDAR RIVER WATER & SEWER OISTRICT BY PACE WINC. ZL% z�- SIGNATURE y, y�Q f111�•sf�• DATE SU&ECT TO: WAMINGTON STATE DEPARTIiIENT OF HEALTH APPROVAL IONG COUNTY FIRE MARSHAL'S APPROVAL CITY OF RENTON CIVIL CONS7RUC7I0N PERMIT (C24004215) APPROVAL SCALE: AS SHOWN ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL• NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M SW1/4OFS237T23N, R 5 E LEGEND EX. PROPERTY LINE PROPOSED PROPERTY LINE PROPOSED WATER EASEMENT SAWCUT WATER PIPE TEE/BEND AND CONCRETE BLOCKING GATE VALVE WATER CONSTRUCTION KEY NOTES O1 INSTALL 8"' DI CL52 WATER LINE (RJ PIPE), MAIN EXTENSION. CONNECT TO EXISTING WATER MAIN. 13 INSTALL BEND (SEE PROFILE FOR STATIONING AND ANGLE). PIPE MATERIAL NOTE: RJ PIPE MUST BE NOTE: CONTRACTOR TO VERTICALLY DEFLECT "THRUST LOCK" BOLTLESS RESTRAINED PIPE WITHIN HALF OF MAXIMUM DEFLECTION PER BY PACIFIC STATES OR EQUAL. MANUFACTURER'S RECOMMENDATIONS. COORDINATE CONNECTION TO EXISTING WATER MAIN W/ CRWSD 1 - 12%8" TEE (FL) 1 - 8" GV (FLxRJ) CONC. THRUST BLOCKING (RESTRAINED) 2 - 12" GV (FLxRJ) 2 - 12" D.I. SPOOLS (RJ) 2 - 12" LONG BARREL SLEEVES ACMARRIVER WATER & NEWER DISTRICT NEW LIFE CHURCH 15711 152N D AVE SE WATER MAIN EXTENSION PLAN AND PROFILE Know what's belOW. Call before you dig. SCALE: 1" = 10' 0 5 10 20 "O!!!� Q0 0 0 0 N In N 0 0 N U 0 0 0 0 N Q DATE: 1 /27/2025 LJ FIELDBOOK: PAGE: _j w DRAWING NO: C-4.6 z SHEET: OF: o • I U U LL W z 3 0 n Cl z z N U 3 0 N W N W a 0 z N / U W U + `1 / z 0 z W _ / z 0 c� Li CONCRETE THRUST BLOCK COUPLING, ROMAC 501 12" LONG CENTER RING OR AS APPROVED BY DIST. ENG� NO "WEDDING RINGS" (TYP.) Jiy EXISTING MAIN)/ MIN TEE EXISTING MAIN-\ TAPPING SLEEVE OR AS APPROVED BY DISTRICT ENGINE COUPLING, ROMAC 501 12" LONG CENTER RING OR AS APPROVED BY DIST. ENG. NO "WEDDING RINGS" (TYP.) Ir J� {� - MIN VALVE AND VALVE BOX* CUT -IN PRESSURIZED NOTES: *1. VALVES TO BE CONFIGURED AS SHOWN ON APPROVED PLANS. CONCRETE THRUST BLOCK AND BOX* REV FEE 2020 CUT -IN TO EXISTING LINES CEDARRI ER Water Construction Standard Plan No. 08 -WATER & SEWFR'Di TRII An ErS�g Serxas Company CUT -IN TEE DETAILS W 6814 Greenwood Ave N T (206) 522-9510 W Seattle, WA 98103 WWW.PAcLAND.COM W NTS CEDAR RIVER WATER & SEWER DISTRICT W112712 2 ,d 34375 4 o,� ��GI STER�� �y�;; �`ssIONAL A 'ter^�` A 11/16" MIN, / 1 r � � Q i 5/8 ASPHALT ' w P 4" MI PLAN ASPHALT � I LID, VALVE BOX PAVEMENT CLASS 0 La FINISHED GRADE a 21L MIN. F 3" MIN. 8-1 /2., 3' TOP SECTION 1" MIN PAVEMENT INSTALLATION SECTION A -A TOP SECTION INSTALLATION OUTSIDE PAVEMENT 3 FT, DIA. CONC. PAD WHEN VALVE IS OUTSIDE PAVEMENT. PAD TO BE TROWEL FINISHED AND SLOPED UP TO 1/4"-3/8" r 1 /8" MAX. GAP 1 /32" MIN. 3/16" STEEL PLA' Cd�til�� B-B 2„ 2Nj� ►� AA. 2' /4" MIN. B f B 1/2" MIN. N 3/16' N TS 2"x2"x3/16" CD w 3/16' I 2' ABOVE VALVE CASE. FINISHED GRADE FJ NOTES: 1. ALL WATERMAIN IN EASEMENTS SHALL BE INSTALLED WITH A NUMBER 10 GAUGE SOLID BLUE SHEATHED TRACER WIRE. THE TRACER WIRE SHALL BE SECURED TO THE CROWN OF THE WATER MAIN BEFORE THE INSTALLATION OF THE TOP COURSE OF BEDDING. TO FIT INTO TOP SECTION 1 /4" MIN. �- f a w c� w a- Q c9 TO z Ld AROUND J BASE SECTION EXTENSION PIECE Q2 (WHEN REQUIRED) I 2" � 12' z TS 2-1 /2"x2-1 /2"x3/16" S 12' CUT MATCH PACKING G 2-1/8" I I OPERATING NUT EXTENSION DETAIL Notes: PLASTIC FOAM GASKET DETAIL ETHA FOAM PAD RING Frame and cover shall be tested for accuracy of fit and shall be marked in sets for delivery. Castings and extensions shall be hot -dipped in asphaltic varnish, Royston Roskote #612xm or approved equal. Valve box top and lid shall be Olympic Foundry #045. Valve box base shall be Olympic Foundry #940-42. All castings shall be ductile or grey cast iron. 10 An operating nut extension shall be installed when the ground surface is more than 36" above the valve operating nut. 2. TRACER WIRE SHALL RUN FROM ` -WATER MAIN 0 Extension pieces (when used) shall conform to the minimum thickness WATER VALVE BOX TO WATER VALVE requirements and shall fit into the top section and over the bottom section. Box AS SHOWN IN STD. DRAWING NO. CAST IRON VALVE BOX ASSEMBLY 22. 6;MCi An Engr�eer"g Servces Caroeny TOP SECTION (SEE SECTION A -A) BASE SECTION (SEE SECTION A --A) GATE VALVE LID, VALVE BOX (SHOULDER, ETC. 3„ MIN. 3" MIN. 7- OPERATING NUT EXTENSION Q EXTENSION PIECE i WHEN REQUIRED. Q INSTALL BETWEEN TOP AND BASE SECTION.) ETHA FOAM RING TYPICAL SETTING DETAIL REV JUL 2014 VALVE BOX ASSEMBLY VALVE BOX EXTENSION CEDARRIVER' ��/� CIEDARRIV'EF Water Construction Standard Plan No. 10 WATER & SEWER DISTRI, r�>�/E Water Construction Standard Plan No. 11T., E.�A o15T'A-{' An Engineering Services Company _ VALVE BOX AND EXTENSION DETAILS 1 2 lk"1 0 DE REVISIONS #1 DE REVISIONS #: REVISION NTS PACLAND 1/8/2025 SURVEYED: ZLN PACLAND 1/27/2025 DESIGNED: WL DRAWN: WL CHECKED: AC BY BY DATE AP P R APPROVED: SCALE: AS SHOWN ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY CEDAR RIVER WATER & SEWER DISTRICT VERTICAL• NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M SW1/4OFS237T23N, R 5 E THIS AREA TO BE SHOULDER OF ROAD - CLEAR OF ALL NATURAL OR MAN-MADE OBSTRUCTIONS. EDGE OF CULVERT PER 4' DIA. CONC. PAD PAVEMENT KING CO. REQMTS. MIN. 3° THICK I - CONCRETE 3' DIA. CONIC. PAD 10 GUARD POSTS SEE STD. PLAN 10 (2) 5-1/4" M.V.O. HYDRANT (MAY BE CALLED 5") BREAK -AWAY DESIGN PENTAGONAL OPERATING NUT COMPRESSION TYPE VALVE PLAN PUMPER NOZZLE PER FIRE DIST. REQ. COUNTY ROAD GUARD POSTS 5' MIN, RIGHT-OF-WAY LINE 4' DIA CONCRETE PAD EDGE OF CULVERT PER. KING 2 MIN. 3� THICK TRAVELED WAY COUNTY REQMTS. TROWEL FINISH (TYPICAL) 3 3' DIA. CONC- PAD SHOULDER SEE STD. PLAN 10. 3" MIN. OF ROAD 18 42" MIN. 8" OR �- 48" MIN. OVER �' DRAIN TUBING o WATER MAIN*12' MIN. pxDx6" TEE 8 MIL. VISQUEEN CONC THRUST BLOCK —10 CU. FT. 1-1/2" WASHED PER STD. PLAN NO. 7 ROCK POCKET 50'-6" MIN. PIPE 6" GATE VAL50'-8" MIN. PIPE `�4%12%12" CONIC. BLOCK ON 6" HOLDING SPOOL OR UNDISTURBED EARTH OR 6" PIPE WITH MEGALUG COMPACTED (95%) BACKFILL RETAINER GLANDS ELEVATION NOTES: 1. USE RESTRAINED JOINTS (MEGALUG RETAINER GLANDS) AT ALL LATERAL PIPE TO FITTINGS. PIPE -TO -PIPE JOINTS SHALL BE "THRUST -LOCK" BOLTLESS RESTRAINTS BY PACIFIC STATES CO. OR FIELD-LOK GASKETS IF HYDRANT LATERAL RUN EXCEEDS (1) STANDARD PIPE LENGTH. 2. AN OPERATING NUT EXTENSION SHALL BE INSTALLED WHEN THE GROUND SURFACE IS MORE THAN 36" ABOVE THE VALVE OPERATING NUT. 3. HYDRANT SHALL BE PRIME -COATED WITH STEELCOTE SR-53, HEAVY DUTY BRUSH TYPE OR APPROVED EQUAL. TOP COATS SHALL BE STEELCOTE ACID AND OIL RESISTANT ENAMEL NO. 44-68, COLOR: WHITE, BRUSH TYPE OR APPROVED EQUAL. 4. STENCIL ON FACE OF HYDRANT BARREL WITH 2" CONTRASTING LETTERS, THE DISTANCE FROM THE HYDRANT TO THE GATE VALVE IN FEET AND INCHES. 5. FINISH ALL EXPOSED METAL PER SPECIFICATIONS. 6. GUARD POSTS TO BE USED ONLY AS DIRECTED BY DISTRICT INSPECTOR. 7. HYDRANT BURY DEPTHS ARE TO CORRESPOND WITH WATERMAIN DEPTH AT ALL HYDRANT INSTALLATION LOCATIONS. DUE TO THE VARYING DEPTH OF WATERMAIN, HYDRANT BURY DEPTHS MAY NEED TO BE ADJUSTED (THERE IS NO STANDARD BURY FOR FIRE HYDRANTS). SUCH HYDRANT BURY ADJUSTMENTS SHALL BE INCIDENTAL TO THE UNIT PRICE BID(S), AND NO REQUESTS FOR ADDITIONAL COMPENSATION WILL BE CONSIDERED. DEC 2012 FIRE HYDRANT ASSEMBLY PACE water Construction Standard Plan No. 01 +� CEDARRII�ER WATER & SEWER'DISTRtCT An Engineering Semc"a Company A4 CEDAR iIVEF WATER & SEWERDISTRICT FIRE HYDRANT DETAILS NTS CEDAR RIVER WATER & SEWER DISTRICT APPROVED FOR CONSTRUCTION CEDAR RniER WATER & SEWER DISTRACT BY PACE . . MIC. Z // $_ SIGNATURE H.)r&9e JPAW ,46� DAZE _ SUBJECT TO: U WASHINGTON STATE DEPARTMENT OF HEALTH APPROVAL In-, aNG COUNTY FlRE MARSHAL'S APPROVAL CITY OF RENTON CIVIL CONSTRUCTION PERYgT (C24004215) _ APPROVAL U NEW LIFE CHURCH 15711 152N D AVE SE WATER DETAILS L L] DATE: 1 /27/2025 FIELDBOOK: PAGE: _J DRAWING NO: C-7.0 W SHEET: OF: z SW1/4OFS237T23N, R 5 E PIPE SIZE DIAMETER (INCHES) BEARING AREA OF BLOCK SO FT TEE & CROSS 90' BEND 45' BEND 22i' BEND 11r' BEND 4" 3 3 1 1 1 6" 4 4 2 1 1 8" 7 7 4 2 1 10" 11 11 6 3 2 12" 16 16 9 5 3 161, 20 28.5 16 8 4 Notes: 1. All thrust blocks shall be farmed in place. Blocks shall not be backfilled prior to specific approval by the District inspector, and the first stages of the concrete curing process is evident. 2. Minimum bearing areas based on 250 p.s.i. water pressure, and allowable soil bearing load of 2,000 pounds per square foot. 3. Areas may be adjusted for other pipe sizes, pressures and soil conditions at the sole discretion of the District. 4. Concrete blocking shall be cast in place and shall have a minimum or 1/4 square foot bearing against the fitting. 5. Concrete blocking shall bear against fittings only and shall be clear of joints to permit dismantling or other work. 6. Blocking shall withstand full test pressure as well as normal operating pressures under all conditions of service. 7. Gate valves shall be anchored to concrete blocking with bearing areas as shown in table. 8. See specification D2.e.4 for blocking or bracing. 9. Concrete blocking shall cure a minimum of 24 Hours before filling the system. HORIZONTAL CONCRETE BLOCKING CEDARRIVER Water Construction Standard Plan No. 07 WATER & SEWER DISTRICT An Engneenng Servrxs•..omFary CONCRETE BLOCKING DETAILS WATERMAN z. IN W " SERVIC�LINE 1'RADIUS SAND BEDDING s SERVICE LINE .r l (TYP.) ti DOUBLE 1SINGLE SERVICE ' INSIDE SERVICE 5' 11' INSIDE LINE RIGHT OF WAY LINE RIGHT OF WAY I I JI JI LOT TO BE SERVED LOT TO BE LOT TO BE SERVED SERVED NOTE: SERVICE LINES TO BE INSTALLED PERPENDICULAR FROM THE MAIN TO THE METER LOCATION UNLESS SPECIFIC APPROVAL GIVEN BY DISTRICT TO INSTALL OTHERWISE. 1' SERVICE LINE LOCATION NTS R/W 1' 1" PIPE CAP (GALV.) STAINLES STEEL 1" INSERT ADAAPTER (GALV.) FINISHED GROUND LINE CLAMPS 2) OR PLASTIC PLUG SOFT WIRE TIE 71 3.5'-4' (2 PLACES) a [DOUBLE STRAP SIDEWALK SERVICE SADDLE OR CURB Ind •r.t .I: •� . -WOODEN MARKER STAKE 2%4", TOP PAINTED WHITE WITH BLACK LETTERS: P.E. "WATER" SERVICE BED AND BACKFILL WITH SAND 1' PIPE RADIUS AROUND TUBING FROM MAIN BALL VALVE CORPORATION TO SURFACE (TYP,) STOP W/ 1" IRON PIPE THREAD INLET AND 1" COPPERTHREAD 10 GAUGE SOLID COPPER TRACER WIRE (BLUE), OUTLET AND MUELLER ATTACH TO SADDLE OR CORP. AND PIPE AT INSTATITE OR EQUAL 24" INTERVAL MINIMUM. COMPRESSION ADAPTOR WITH STAINLESS STEEL LINER REV FEB 2020 1-INCH SERVICE CONNECTION r� CEDARRI�VER. Water Construction Standard Plan No. 03 WATER'& 5EWER1bISTRICY An En_ remg Sere ces Company 1 INCH DOMESTIC SERVICE DETAILS NTS CEDAR RIVER WATER & SEWER DISTRICT ` L J NTS CEDAR RIVER WATER & SEWER DISTRICT TO BE MAINTAINEDITO BE MAINTAINED BY DISTRICT BY DEVELOPER 15" (TYP.) 12" D.I. PIPE —1' 16 ,j, 15" (TYP.) J 6r, rT aa----ww MIN. I LINK SEAL 12 L--- (TYP.) AO SERVICE TO BE TESTED AT 250 PSI PER DISTRICT STANDARDS. © TO BE TESTED PER FIRE MARSHAL -BUILDING CODE REQUIREMENTS PLAN NTS PIPE SIZE UTILITY VAULT NO. (OR APPROVED EQUAL) 4" OR 6" 676-LA 8" 687-LA 10" 5106-LA NOTE: VAULTS TO BE SOLID WALL -NO KNOCKOUTS ADJUST COVER TO MATCH EXISTING GRADE OR 6" ABOVE IN UNIMPROVED AREAS CORE 2" THICK ETHA DRILLED FOAM DOUGHNUT HOLE CUT TO MATCH (TYP.) PIPE O.D. PLUS 1" LARGER THAN CORE O.D. (TYP.) __� 12" DDCA PARTS LIST CONSTRUCTION ACCORDING 1D FL COUPLING ADAPTER OTO DISTRICT STANDARDS O2 FL X PE SPOOL 5 TO THIS POINT O3 MJ COUPLING CORE DRILLED O4 FLxPE SPOOL HOLE (TYP.) O U.L. & WA STATE APPROVED DOUBLE DETECTOR CHECK VALVE ASSEMBLY 16 r 15" 12" a �PIV V7O6 ADJUSTABLE PIPE SUPPORT, GRINNEL NO. 264 OR APPROVED EQUAL O7 FL 90' BEND ali O8 FL CHECK VALVE 16" FIRE DEPARTMENT CONNECTION -SPECIFICATIONS &LOCATION PER APPLICABLE FIRE DISTRICT (VARIES) REQUIREMENTS SUMP (TYP.) FLxPE 10 PRE -CAST VAULT, SEE UTILITY VAULT SIZE CALLOUT 7 �� 8."-,--CONCRETE E TYSPOOL 14 P. 11 4" D.I. DRAIN PIPE TO DAYLIGHT. PROVIDE RODENT -PROOF SCREEN AT DAYLIGHT OR CONNECT TO STRUCTURE - - -- - BLOCK I ( ) MJ x MJ 12 BEND WITH 4' X 6' ALUMINUM HATCH, LW PRODUCTS COMPANY, RATED FOR H-20 LOADING MEGALUG 13 8" CONC. RISER 16 14 FOLLOWER ALUMINUM LADDER W/"LADDER UP" EXTENSION. ATTACH TO SIDE OF HATCH AND FLOOR 5�6 VISQUEEN BETWEEN CONC. BLOCK &9" FLOOR DRAIN, ZURN NO. 551 W/GRATING ON INLET 2q VAULT (TYP.) 16 UNI-FLANGE SERIES 400 WITH UNITORQUE SET SCREWS CENTERED IN CONCRETE BLOCK 2" THICK ETHA DDCA VAULT NOTES CORED OPENING FOAM DOUGHNUT W/LINK SEAL CUT TO MATCH 1. PROVIDE RECESSED DOOR HANDLE BOX IN ACCESS HATCH FOR PADLOCK W/ BOLT DOWN COVER OVER LOCK, BOX LARGE PIPE O.D. PLUS ENOUGH FOR "MASTER LOCK". 1" LARGER THAN 2. EXTERIOR OF VAULT TO BE COATED WITH 2 COATS OF BLACK BITUMASTIC SOLUTION. VAULT SHALL BE DRY PRIOR TO WT_,(D CORE O.D. (TYP.) APPLICATION. VAULT SUMP PUMP 1. SUMP PUMP MAY BE SUBSTITUTED FOR FLOOR DRAIN IF DRAIN LINE CANNOT BE DAYLIGHTED. (DETERMINATION TO BE MADE POST INDICATOR VALVE BY DISTRICT) 2. INSTALL 10-GAUGE SOLID COPPER TRACER WIRE TO SUMP PUMP DISCHARGE PIPE. TRACER WIRE SHALL EXTEND FROM PUMP 3" CL 'R' ASPHALT ❑ OUTLET A MINIMUM OF 24" INTO VAULT THROUGH LINK SEAL. 3. CASE BY CASE ONLY (DETERMINATION TO BE MADE BY DISTRICT): INSTALL GROUND FAULT INTERRUPTER (GFI) OUTLET NO 13 MORE THAN 12" BELOW TOP OF VAULT IN VICINITY OF ACCESS HATCH. POWER SUPPLY FOR SUMP PUMP TO BE VIA GFI OUTLET. POWER SUPPLY SHALL NOT BE HARD WIRED DIRECTLY TO PUMP. ,III=IIIi _ SUMP PUMP POWER PVC SCHEDULE 40 TO SUPPLY CONNECTED SUMP PUMP OUTLET 10 TO GFI PROTECTED REMOVE GRATING AT END OF OUTLET SUMP FOR PUMP 1 VAULT FLOOR LINK SEAL SUMP PUMP SHALL BE 4 (TYP.) Y3 HP, S.S. IMPELLER, PVC COMPRESSION 1-1/2" DISCHARGE, lz COUPLING WITH SWING " SOLIDS HANDLING, CHECK VALVE AMERICAN MADE. 15" DETAIL NTS 111 J 16 FLxPE 18" MIN. 6 16 3'-0" SPOOL CONCRETE a 6 15 MIN. MIN. 6" COMPACTED BLOCK (TYP.) 16'a g s 5/8" MINUS CRUSHED ROCK VISQUEEN 11 BETWEEN _III—IIIIII=ITT -III - III =III II CONC. BLOCK & VAULT 2-45' BENDS (TYP.) SECTION COMPACTED NATIVE NTS MATERIAL OR IMPORT DEC 2012 DEC 2012 DOUBLE DETECTOR CHECK ASSEMBLY - DOUBLE DETECTOR CHECK ASSEMBLY E Water Construction Standard Plan No. 14 �xfEDARRIVER Water Construction Standard Plan No. 14 CEDAR R 1 V E' i /� /� /� An Engineenng Services Company Page 1 of 2 - _ An Engineenng Semces Company Page 2 of L , DUI F U A. C1 Wwas f z ���� 1 DE REVISIONS #1 PACLAND 1/8/2025 SURVEYED: Z 2 DE REVISIONS #2 PACLAND 1/27/2025 ZLN DESIGNED: WL 112712 25 DRAWN` 34375 WL 6814 Greenwood Ave N T (206) 522 9510 S�ONAL E IST ��4 CHECKED:JAC Z w Seattle, WA 98103 www.PAcLAND.COM NO. REVISION BY DATE APPR APPROVED: SCALE: AS SHOWN ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL• NAD 1983/1991 DATUM 4" DDCVA DETAILS NTS Rliftlaw Aw EDARRIVER WATER & SEWER CEDAR RIVER WATER & SEWER DISTRICT APPROVED FOR CONSTRUCTION CEDAR RIVER WA7ER & SENER DISTRICT BY PACE ENON .INC. SIGNATURE #.)r;W t31 �sF�e� DATE SUBJECT T& WASHDN;M STATE DEPARIMT OF HEALTH APPROVAL KING COUNTY FIRE MARSHAL'S APPROVAL CITY OF RENTON CIVIL CONS7RUCTION PERMIT (C24004215) APPROVAL NEW LIFE CHURCH 15711 152N D AVE SE WATER DETAILS CD O O O NN LnJ— IZ _ �U/ U DATE. 1/27/2025 LL FIELDBOOK: PAGE: ____J w DRAWING NO: C-7.1 z SHEET: OF: