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W-426804
SECTION 08, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. co w I.LI Z I- Q 0. ti H W i ►� r V Q r-) 0 N 0 N Co 0 U aD r 0 �I n L,J / co 0 N r` r` a> / C O a� / O co 0 m LLI 0 Q Of CD CD z X w w 0 Q Ll- CD U z U) X W 35 30 25 C 20 w 15 0 a CD 0 0 Ld I� cn 0 FI ISHED GRADE (TYI') EX. ELECTRICAL CONDUIT EX. GA EXISTING GRADE (TYf'') CONTRACTOR TO CONFIRM LOCATION AND ELEVATION PRIOR CONTR t8" PROVIDE TO CONSTRUCTION AND NOTIFY ENGINEER 0 CONFLICTS. AND D ETHAFOAM P D - - - - - - ACTIVI -__ --- ---- - - - - - - --1. - ----- -EX. 12" TORM3 - �- _ -----_ ENGINE 14 12" STORM 4' MIN. COVE 8" STO RM 12 13 PROVIDE 6 10' 12" MIN. 18' MIN. 12" MI It PROVID ETHAFOAM PAD 12" MI 12 MIN. ETHAFO M PAD 18" MIN. 18" MIN. 9 12 13 15 36 17 26 18 19 2 3 2 4 5 6" SS 5 14 35 16 25 MAINTAIN 21" OF VERTICAL CLEARANCE " SS FROM VAULT FLOOR TO BOTTOM OF NEW 10" WATER INSIDE VAULT CV Ln Ln 17 A co00 . CD m L . r- CDLCi N rOj O) CD C3 � C) � o OM � CD N N CD O� r:3 CD � o CD � 20+00 35 FINIS EXIS- 30 12" E 25 13 20 w 15 0 Q CD o ro = cn ii ED GRADE (TYP) ING GRADE (TYP)--\\ - - - TORM 18" MIN. 27 28 30 O N 17 24+00 FIRE SERVICE PROFILE SCALE: HORIZONTAL: 1 "=20' VERTICAL: 1 "=5' 35 21 +00 35 30 30 BUILDING CONNECTION 12" STORM -IE: 25.25 SEE M.E.P. FOR CONTINUATION 25 25 15 LLJ 24+50 0 Q CD c� z Cn X LJ 15 20 0 15 a CD co o = U) z L� WATER MAIN PROFILE SCALE: HORIZONTAL: 1"=20' VERTICAL: 1 "=5' FINISHED GRADE (TYP) EXISTING GRADE (TYP) 22+00 35 30 30 24 1; BUILDING CONNECTION -IE: 28.15 SEE M.E.P. FOR CONTINUATION 25 25 20 15 25+00 25+50 2-INCH DOMESTIC SERVICE PROFILE SCALE: HORIZONTAL: 1 "=20' VERTICAL: 1 "=5' 35 FINISHED GRADE EXISTING GRADE Li 0 Q CD CD z F_ cn X W © REFER TO SHEET C-6.1 FOR WET UTILITY CROSSINGS PLAN AND TABLE. (TYP) (TYP) - - - 40 ORM 38 41 37 39 18" MIN. 00 cV C5 30 12" S 11 25 36 20 0 15 a CD M Lil = cn 2 L� 21 L 19'' 22 . n M 35 30 25 20 15 28+00 28+50 1-INCH IRRIGATION PROFILE SCALE: HORIZONTAL: 1 "=20' VERTICAL: 1 "=5' w 0 Q CD CD z U) X LJ 20 w 15 0 a CD ,1- o _ M- in /-- FINISHED GRADE (TYP) EXISTI G GRADE (TYP) " STORM 8 18" MIN. 00 o � n 26+00 FIRE HYDRANT PROFILE SCALE: HORIZONTAL: 1 "=20' VERTICAL: 1 "=5' 35 MAIN. ,CTOR TO FIELD VERIFY LOCATION PTH PRIOR TO CONSTRUCTION ES. CONTRACTOR TO NOTIFY =R IMMEDIATELY OF ANY CONFLICTS. 30 25 20 15 23+00 23+25 35 35 FINISHED GRADE EXISTING GRADE 30 25 20 15 w 26+50 0 Q c� CD z cn X W 30 25 20 0 15 a Irf CD o CD = z = 35 30 25 20 15 27+00 27+50 RELOCATED DIRE HYDRANT PROFILE SCALE: HORIZONTAL: 1 "=20' VERTICAL: 1 "=5' (TYP) (TYP) 1 (j) o t� r� CD n ALL MECHANICAL JOINT FITTINGS AND VALVES SHALL HAVE MEGALUG RESTRAINT SERIES 1100 RESTRAINED (OR APPROVED EQUAL) AND CONCRETE BLOCKING PER COR STANDARD PLANS WATER SCHEDULE OCONNECT TO EXISTING 18 72 LF 12" DI WATER MAIN 40 1 - 1" DCVA BACKFLOW ASSEMBLY 340.8 12" WATER MAIN PER STD. PLAN 340.2 STA: 22+32.27, 30.13' RT CONNECT TO EXISTING C-4.4 1 - 12" X 6" TEE (FLxFL) 310.1 8 16" WATER MAIN WITH: 300.3 1 - 12 ADAPTOR (FLxMJ) c-4.2 41 1 - 12 GATE VALVE (MJxFL) C-4.3 1 - 16 X 12 TEE (FL) 1 LF 1.5 PE IRR.O 1 - 6" GATE VALVE (MJxFL) 340.2 2 - 16" BUTTERFLY VALVE (FLxMJ) 1 - 12 GATE VALVE FLxMJ 42 1.5 IRRIGATION POINT OF CONNECTION 1 -FIRE HYDRANT ASSEMBLY (FLxMJ) 21 LF 6" DI C-4.4 2 - 16" SLEEVES (MJ) 43 3" PRESSURE RELIEF PIPE AND STAND PIPE THRUST BLOCKING 1 - 12" SLEEVE (MJ) W/ APPROVED AIR GAP (SEE STD PLN 340.6), STA: 20+04.49, 0.00' THRUST BLOCKING REFER TO STD. PLN. 300.3 FOR TO BE INSTALLED BY CITY FORCES. O 53 LF 12" DI WATER MAIN TESTING/FINAL CONNECTION DETAILS AND ALL 44 1 - TEMPORARY 12" END CAP (MJ) 340.2 1 - 90' BEND (MJ) REQUIRED FITTINGS/APPURTENANCES. GATE 1 - TEMPORARY 2 BLOW -OFF ASSEMBLY O3 VALVE TO BE NORMALLY OPEN. 1 - 12"-LONG BODY SLEEVE (MJ) THRUST BLOCKING STA: 23+24.41, 0.00' RT 12" DI SPOOLS LENGTH TO FIT STA: 20+57.18, 0.63' RT FINAL CONNECTION TO NEW HYDRANT TEE TO 300.4 20 24 LF 4" DI BE MADE BY CITY FORCES UPON COMPLETION C-4.2 O 62 LF 12" DI WATER MAIN OF ALL CLEANING, TESTING AND DISINFECTION 4" DOMESTIC WATER METER WITH 0676-WA VAULT OR APPROVED EQUAL 320.4 OF NEW WATER MAIN PER STD PLAN 300.4. 21 1 -CONCRETE VAULT (612-LA) WITH STA: 22+26.24, 28.04' RT C-4.3 3 LOCKING STEEL COVERS (3-332P) O AND 24" CONCRETE RISER EXTENSION 22 4 LF 4" DI (612-2X), OR APPROVED EQUAL 2 - 12%10" REDUCER (MJxMJ) 4" REDUCED RBPA IN SAFE-T-COVER 360.2 2 - MIN. 3 LF 10" DI SPOOLS (FLxPE) 23 HOT BOX MODEL 300-AL OR FLANGED ENDS SHALL BE 6" AWAY 1 APPROVED EQUAL FROM INSIDE VAULT WALLS STA: 22+26.19, 36.93' RT 1 - DI COUPLING ADAPTER (MJxMJ) C-4.5 24 4 LF 4" DI 2 - 10" DI WATER MAIN (PExPE) 2 - ADAPTOR (FLxMJ) 340.E 370.4 25 5 LF 12" DI" DI WATER MAIN STA: 21+29.83, 1.35' RT 1 - 1" WATER SERVICE PLN C-4.4 C-4.5 2s 13 LF 1' TYPE K COPPERPSTUBTID W/ CAP32011 N"IX O 16 LF 12" DI WATER MAIN STA: 22+51.08, 0.00' RT C-4.3 SITE I CIVIL O1 - 90° BEND (MJ) THRUST BLOCKING 27 22 LF 6" DI FIRE STA: 21 +57.64, 0.00' » 2s 6 DOUBLE DETECTOR CHECK O 12 LF 12" DI" DI WATER MAIN ASSEMBLY WITH STANDPIPE OUTSIDE 350.3 56 LF 6" DI O 1 - 12" X 6" CROSS (MJxFL) STA: 22+17.09, 30.15' RT 9 c-4.` J-4.5 310.1 1 - 12" GATE VALVE (MJxMJ) FIRE DEPARTMENT CONNECTION 2 2 - 6" GATE VALVE (MJxFL) C-4.3 29 STA: 21+30.55, 22.80' RT 7 LF 6 DI STUB WITH CAP (NORTH) 1 - FIRE HYDRANT ASSEMBLY 30 2 LF 6" DI FIRE 27 LF 6" DI (SOUTH) THRUST BLOCKING 31 POST INDICATOR VALVE STA: 21+70.33, 0.01 LT STA: 22+17.09, 38.63 RT 10 32 4 LF 6" DI FIRE PROTECT EXISTING WATER MAIN TO REMAIN. 33 SEE NOTE 44 FOR TEMPORARY CAPPING 11 EXISTING WATER MAIN ON WEST SIDE. EXISTING FIRE HYDRANT INSTALLED UNDER 34 TOPGOLF PROJECT TO BE REMOVED AND RELOCATED WITH NEW HYDRANT TEE AND VALVE 12 48 LF 12" DI WATER MAIN 35 6 LF 12" DI WATER MAIN 1 - 12" X 6" TEE (FLxFL) 1 - 1" SADDLE TAP 1 - 12" GATE VALVE (MJxFL) 36 1" WATER SERVICE PER STD. PLN.320.1 320.1 813 1 - 12" ADAPTOR (FLxMJ) 1 - 1" GATE VALVE (THREADED) 1 - 6" GATE VALVE (MJxFL) STA: 22+32.16, 0.00' RT C-4.3 THRUST BLOCKING 37 22 LF 1" TYPE K SOFT COPPER TUBING STA: 22+17.09, 0.01' LT 14 10 LF 12" DI WATER MAIN 1 - 1" IRRIGATION METER 320.1 3s STA: 22+32.23, 25.46' RT 1 - 12" x 4" TEE (MJxFL) 11235 s.e. 6th street I suite 150 bellevue, wa 98004 t: 425.453.9501 i f: 425-453-8208 www.navixeng.com /2/07/ZQ23 15 1 - 4" GATE VALVE (FLxMJ) 320.4 39 1 LF 1" TYPE K SOFT COPPER TUBING IRR W-426804 STA: 22+26.32, 0.01' LT C-4.3 is 13 LF 12" DI" DI WATER MAIN 1 - 12" GATE VALVE (MJxFL) 17 1 - 2" TAPPED REDUCING TEL (MJxFIPT) 1 - 2" GATE VALVE (THREADED) 7 LF 2" TYPE K COPPER STUB W/ CAP THRUST BLOCKING 320.3 STA: 22+46.33, 0.00' RT r 00 N O O N to O CD O N Q M J Cfl O O O N W ii IN COMPLIANCE WITH CITY OF RENTON STANDARDS WATER UTILITY ff % EDEVELOPMENT ENGINEERING Cl) jchavez 12/20/2023 qi 12/20/2023 W 5 CIVIL CONSTRUCTION PERMIT COMMENTS NAVIX 12.07.23 JET SURVEYED: SCALE: WEST77 PARTNERS Z. N ALL VERTICAL: NAVD 1988 4 CIVIL CONSTRUCTION PERMIT COMMENTS NAVIX 10.20.23 JET HORIZONTAL: NAD 1983/1991 CITY OF J GREEN/D.RIDDLE LIVAWAY HOTEL 0 3 CIVIL CONSTRUCTION PERMIT APPLICATION NAVIX 06.02.23 JET RENTON PARK AVENUE NORTH DRAWN: ® 2 SITE PLAN REVIEW RESUBMITTAL NAVIX 03.03.23 JET J.GREEN D.RIDDLE ONE INCH • Q 1 INITIAL SITE PLAN REVIEW SUBMITTAL NAVIX 02.10.23 JET CHECKED: AT FULL DATUM RENTON WA 98057 J.TAFLIN J.GREEN IF NOT ONE INCH Planning/Building/Public Works Dept. NO. REVISION BY DATE APPR APPROVED: J. TAFLI N SCALE ACCORDINGLY WATER PROFILES z w Q DATE: 12.07.2023 FIELDBOOK: PAGE: DRAWING NO: C-4.1 W SHEET: 23 OF. 41