Loading...
HomeMy WebLinkAboutWTR2703014.4I— N 0 0 o� F— 0 Y ZU z I O owe 0 I o I..L. CL 0 11- z ��/ LL n QQ U Q Q z a w �� z R Cl)w cr-1 0 0 Z ry o 0 w I— p m o� o ZO a - ~Q aQ � U r XZ 0 j N 0 0 Q 3 6 I 0 0 w 0 w z Z ¢ Y w O / N m O 0 U Q I � 8N N Q U i �A{ W LLJ X q Z O P in Ld 0 o N 1 I I g i W z O z 6I rl w- .4; - 'k O Is ' 20 0 10 EXISTING SHUR-GUARD MINI -STORAGE QmoGCOD 'STREAM CASINO 3 Q': 3 � (1) 90' BEND LOCK o = N SECTION TOWNSHIP 23 N., RANGE 5E., W.M. (1) THRUST BLOCK C I Z % , CDI I CITY OF RENTON, KING COUNTY, WASHINGTON W Ce 27LF 6" DIP 981E DIP W 1vc1 n 2 13 403.10' 4 5LF DIP - - - - - WATER KEY NOTES 12 8" P o 6 1 N 12279.67 18 8" P 3LF DIP O 0 (1) 90 BEND (MJ) C-4 E 9807.30 3+0 (1) THRUST BLOCK (1) 12"x8" TAPPING TEE (MJxFL) • (1) 8 TAPPING GATE VALVE (1) 90' BEND (OJ 8" DIP 15LF 6 DIP (1) RUST BLOCK ,� 1NY 6" DIP CONCRETE THRUST BLOCKING, SEE 2 D— — — — — — — — FDC 1 WATER CONNECTION DETAIL C4.2 1 (1) 90' BEND (MJ)_szj CONTRACTOR TO FIELD VERIFY (1) THRUST BLOCK( ' \ 1 LOCATION OF EXISTING 12" WATER SEE DETAIL I� � MAIN PRIOR TO CONSTRUCTION. p of o C4.4 CV CV CV 0 0 o 'l FF= 25.10 O E 10034.66 CD ♦" o 0 0 o IN (1) 8"X6" TEE (MJxFL) (MJxMJ) co (1) 6" GATE VALVE (FLxMJ) " (1) FIRE HYDRANT ASSEMBLY W Z I W/CONCRETE THRUST BLOCKING. = !n O3 CONNECT TO EXISTING 8" DIP WATER — -- — _ — — — — — 1� (1) 8" DIP SPOOL (LENGTH AS u _ REQUIRED) (PE) (1) 8" SOLID SLEEVE (LONG Co PATTERNS SLEEVE), SHACKLED THRUST BLOCKING (AS REQUIRED) O SEE WATER CONNECTION PER DETAIL 2 C4.4 W CO) W CO) LJ LI 1 11 LL__1 ho CD PANTHER CREEK 1 NH S -16 u:: 5 i 371.45' EXISTING NENDEL'S INN MOTEL p ZI ACCORDING To INFORtAkT:CON PROVIDED BY TkIE c.oNTRAc.TOR; C SITE G RA bE s AND STRVC.TVRE RIAAS vV E R E UNIFORMLY Ui RA1S'ED AP?ROXIMATE.LY 0.75. r IN ® NEW WATER 2" METER PER CITY OF RENTON STANDARDS AND SPECS. METER BOX RIM EL=25.50f O5 CONTRACTOR SHALL PROVIDE NEW 6" DOUBLE DETECTOR CHECK VALVE ASSEMBLY FOR FIRE SPRINKLER SYSTEM IN 1 CONCRETE VAULT PER DETAIL C4.2 © (1) NEW 1" IRRIGATION WATER METER (1) DOUBLE CHECK VALVE ASSEMBLY (SEE LANDSCAPING PLANS) RECORD NOTE THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATION SUBMITTED, IN PART, BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, AHBL IS NOT RESPONSIBLE FOR ITS ACCURACY, OR ERROR OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO THIS DOCUMENT AS A RESULT. THOSE RELYING ON THIS RECORD DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF ITS ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. -1_ _ N � W WATER LINE I PROFILE 5 F 8 DIP _ I - ��ERL- AND 'COMPACT ENTIRE _.ORE T 30 JBEF E TALLA CAVATING FOR ON OF WATER LNE. (1)I (1) 90' BEND THRUST BLOCK NEW WATER LINE - JxMJ � 7.12, 0.00' LT D (MJ) NEW WATER 1 8" 45' (1) VERTCA PER CITY STANDARD INE & B086 : 16F8"DIP RTICAL BEND 25 W WATER LINE nin " NEW LINE : -- _ - STA 3 1) 90' (1) THRUST � - - - - - 20 HORIZONTAL BE BLOCK - - - CONCRETE BLO DETAIL'1B085 - KING , ! Ull III D(I _ Jul 3 - - 15 STA (1)I (1)1 2+57.12 0.00' LT BEND (MJ) TA S 3 1 90 1 TH 32.85 0.00 LT (MJ) NEW WATE +_ LINE 90' HORIZONTAL' THRUST BLOCK I HORIZONTAL BED UST BLOCK I 1 NE 1 TA 2+39.12 0.03' LT BEND (MJ) NEW WATER 3LF 8 DIP 1 SEE C4.4 LINE ETAIL NEW WATER LINE 6LF 8" DIP 8 T VERTICAL BEN 11VER PER CIT DE MJxMJ BLOCKINGCSTANDARDETE ILL BO 5 & B08 EXISTING 8 DI WATER 10 O 90' HORIZONTAL O THRUST BLOC WATER LINE L 8 DIP LF 8 DIP 00 NN �00 NN �N N �N ter- 00 oN �O d N O O CV O N N 3+00 4+ 00 VJmo30l 0 6 GENERAL NOTES GRAPHIC SCALE 20 40 ( IN FEET ) 1 inch = 20 ft. 80 y\V gTRUNTURAL L yG `~WAHBL E� s LAND PLANNERS 7 CITY OF RENTON CONTROL POINTS Q1 DODDS: 80A DESC: FOUND A CONCRETE MONUMENT IN A MONUMENT CASE AT THE INTERSECTION OF SUNSET BLVD. S.E. AND DUVAL.L AVENUE S.E. MON: CONCRETE MON IN CASE COORDINATES: 93-1983 M. NORTHING: 57084.7896 EASTING: 40322.536 ELEVATION: 1988 M: 124.779 QDODDS: 63A DESC: FOUND A 2—INCH FLAT DISC WITH NO PUNCH MARK ON A 4"x4" CONCRETE POST MONUMENT DOWN 0.4' IN A MONUMENT CASE AT THE CONSTRUCTED INTERSECTION OF N.E. 20TH PLACE AND DUVALL AVENUE N.E. THIS MARK IS AN ALTERNATE TO THE CENTER OF 3-23-5E MON: 2" BRASS DISC W/NO PUNCH ON CONC MON, IN CASE, DN.0.4' COORDINATES: 94-1983 M. NORTHING: 57513.0773 EASTING: 400359.4485 ELEVATION: 1988 M: 129.971 BENCHMARK LEGAL DESCRIPTION LOT 3 AS DELINEATED ON CITY OF RENTON SHORT PLAT NO. 014-81, RECORDED UNDER KING COUNTY RECORDING NO. 8105209001, BEING A PORTION OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 30, TOWNSHIP 23 NORTH REANGE 5 EAST. W.M. IN KING COUNTY WASHINGTON BASIS OF BEARINGS BETWEEN THE FOUND MONUMENTS LOCATED ON THE DATUM OF THE EAST VALLEY HIGHWAY ON A BEARING OF S 01'51'19" E (PER SHORT PLAT BASIS OF BEARINGS) AS SHOWN VERTICAL DATUM NAVD 1988, PER CITY OF RENTON SURVEY CONTROL NETWORK SITE BENCHMARK PK NAIL IN SEAM OF CONCRETE SIDEWALK; 5.2' EAST OF EXISTING CATCH BASIN ELEV=22.71 _ww;3al 1. TERMINATE PIPING 5' FROM BUILDING UNLESS OTHERWISE NOTED. SEE MECHANICAL PLANS FOR HORIZONTAL AND VERTICAL STUB LOCATIONS AND CONTINUATION AT BUILDING. 2. SEE BEDDING AND BACKFILL DETAIL C21 SEE DETAIL C42 FOR BEDDING AND BACKFILL PIPE IN TRENCHES FOR FLEXIBLE PAVEMENT RESTORATION. 3. SEE CIVIL SHEETS C4.2-C4.4, FOR NOTES AND DETAILS. 4. CONTRACTOR TO VERIFY LOCATION OF ALL EXISTING UTILITIES AND STRUCTURES. NOTIFY ENGINEER IF ANY LOCATION DIFFERS FROM THAT SHOWN ON THE PLAN. 5. SEE SHEET C4.3 FOR FIRE SPRINKLER NOTE AND FIRE PROTECTION NOTE. CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 RECOMMENDED R APPfrVAL, o BY B (- nW?� � DATE O BY '�J, U6?�O' DATE WATER PLAN & PROFILE C4.1 z DATE m 1 REVISION PER CITY COMMENTS WJF 6-28-02 DESIGNED: WJF DATE: FILE NAME: 0 04-02-2002 202040—c41 2 2ND REVISIONS PER CITY COMMENTS WJF 1 1 7-30-02 DRAWN: JEA J op-lV'S skG�D A� �C 23467 oAA L'C 1 STEREO �SSfONAL 7/ 0102 LEEXPIRFs 6127103 -, --- ----. REUSE OF DOCUMENTS THIS DOCUMENT HAS BEEN SIGNED ELECTRONICALLY IN ACCORDANCE WITH WAC 196-23-070 AND CHAPTER 19.34 RCW. UNAUTHOPo2ID ALTERATION aF ANY aF THE INFORMATION ON THIS DOCUMENT MILL INVALIDATE THE DOCUMENT, MY CERTEICADON AND SIGNATURE. THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS 111E PROPERTY OF AHBL AND IS NOT TO BE USED, IN NIO E OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF AHBL Z <z a Kx� 0 0 WZco WN 0Lo0 C) "t 0) _n Z a ax >3:: _j0� Wz m0W a0 rU W I- do J Z to w Z COCE z CV)0 0 a U 0 J L1J J W LL 0 Ir C z a U 0 z a a W Z fr J CL W a O 0 I (n NQcr-- L L LLJ z z Q UJ � O '4^ LLI v U)ofIY W D � W z > 0 — z Uw .4 1 (N O- O N 2 �m oM z� N CHECKED FOR COMPLIANCE TO CITY STANDARDS 1 NO. I REVISION I BY I APPR. SCANNED MAR 2 8 Z003 r f�. w_? ©i 0 6 CITY OF RENTON DEPARTMENT OF PUBLIC WORKS CHECKED: DSG SCALE: 1 = 20' FIELD BOOK:_ PAS_ m DATE APPROVED: SHEET: 11 OF: 14 Q MIWCTM Orrusuc vorocs FILENAME, R, \C\2002\202040\202040-C41. DWG UPDATED- JUN 25 2002 16, 12- 01 SCANNED SEP 13 CWZ � O �r c) O y> a OITI n 0O > do M