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HomeMy WebLinkAboutW-432401m 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