Loading...
HomeMy WebLinkAboutW-419911d� T N i X LJ rr, LLJ Q� OCD (f7 Of I rr m m O (,n U Q U X (/)011 / I U _o J J m COcn I Q C_ �) X U W m C Of J CM �Q 0 � X N m CD / Q O � N � �X /N oN 0 m UI� o I / C7 c cn � I o � U J m �Q �X C/)/ of m I LO O O CD N 0- 6� 1� O J O m O CO O Q N I i x m 0 Q T X Cn cn V) Of I 0m om O n NQ X �b3 N p c O y U � 6 x RECORD DRAWINGS THESE AS —BUILT DOCUMENTS HAVE BEEN PREPARED FROM THE CONTRACTOR'S REDLINED MARK—UPS OF THE CONSTRUCTION DOCUMENTS. THE ENGINEER REVIEWING THESE RECORD DRAWINGS HAS NOT WITNESSED ALL THE ELEMENTS OF CONSTRUCTION AND IS NOT RESPONSIBLE FOR ERRORS OR OMISSIONS IN DATA OR CERTIFY THE ACCURACY OF THE INFORMATION PROVIDED BY THE CONTRACTOR'S AS —BUILT REDLINES. 400 Z CD o i= r7 U ZD Lj 390 W r CD 0 W UJI CD 4 (N LL �*'Ifj 370 360 350 340 m!� A / / A 84+40.60, 12.35' RT / o FIRE HYDRANT ASSEMBLY / 0 d m o 1-10m" u7 Z Q 84+40 0 0 00 FUTURE CURB ALIGNMENT (PER C21005145) 0 0 So STA 84+41.54, 5.83' RT STA 83+38.19, 7.08' LT FIRE HYDRANT CONNECTION (1)-12" 11.25° BEND, (MJ) PER COR STD 310.1 AND 310.3 (1)—THRUST BLOCK (1)-12"x6" TEE, (MJxFL) (1)-6" GV, (FLxMJ) (1)—THRUST BLOCK 1 0 10' 20' 40' 1 inch = 20 ft. HORZ 0 5' 10' 20' 1 inch = 10 ft. VERT N0. 84+00 83+60 83+20 •j 0 (3) m 565 M S11 5400 4/ 71/ o \ I I N , LC7 STA 83+03.94, 3.32' LT CONNECT TO EX 8" W �31 PER COR STD 300.2 (1)-8"x8" TEE, (FLxFL) (2)-8" GV, (FLxMJ) (1)-8" ADAPTER (FLxMJ) (2)-8" SLEEVE, (MJ) (1)—THRUST BLOCK (1)-12"x8" REDUCER (MJxPE) (1)-12" SLEEVE (MJ) 8" AND 12" SPOOLS AS REQUIRED —BUILT 10/ 10/23 RVEYED: DESIGNED: BG DRAWN: DC, JYL CHECKED: CB REVISION BY DATE APPR APPROVED: TJE AS -BUILT 04199 SCALE: HomzONf N D 1983/11991 AS SHOWN ONE INCH DATUM AT FULL SCALE IF NOi ONE INCH SCALE ACCORDINGLY NOTES 1. RESTORE UTILITY TRENCH TO EX GRADE IN ACCORDANCE WITH RMC 9-10-11 TRENCH RESTORATION AND STREET OVERLAY REQUIREMENTS. DOCUMENT EX GRADE PRIOR TO CONSTRUCTION. 2. ALL WATER FITTINGS AND VALVES WITH MECHANICAL JOINT (MJ) END(S) SHALL HAVE A WEDGE —TYPE RETAINER GLAND EQUAL TO MEGALUG SERIES 1100. 3. CONCRETE THRUST BLOCKS ARE REQUIRED ON ALL WATER FITTINGS PER COR STD. PLANS 330.1, 330.2 AND 330.3. 4. WHERE NEW WATER MAIN CROSSES A NON —POTABLE PIPE, ONE FULL LENGTH OF WATER PIPE SHALL BE USED WITH THE PIPE CENTERED FOR MAXIMUM JOINT SEPARATION UNLESS OTHERWISE STATED. 5. WATER MAIN PIPE DEFLECTION SHALL NOT EXCEED ONE HALF OF PIPE MANUFACTURER'S SPECIFICATION FOR SIZE OF PIPE. 6. ALL WATER MAIN PIPE MATERIALS SHALL BE CEMENT —LINED (DOUBLE THICKNESS) DUCTILE IRON PIPE, THICKNESS CLASS 52 PER AWWA C151 AND C104 STANDARDS. LEGEND ROW LINE w w WATER < 12" �W�W� WATER > 12" Fs FS FIRE SERVICE N VALVE THRUST BLOCK li FIRE HYDRANT SLEEVE I • E POLYPIGGING STATION FLAG NOTES O1 EX FIRE HYDRANT TO BE REPLACED. EX FIRE HYDRANT SHALL REMAIN OPERATIONAL UNTIL NEW WATER MAIN AND FIRE HYDRANT ARE ACCEPTED AND OPERATIONAL. EX FIRE HYDRANT, FIRE HYDRANT VALVE, AND VALVE BOX SHALL BE REMOVED AFTER ABANDONMENT OF EX WATER MAIN. EX HYDRANT TO BE REPLACED SHALL BE SALVAGED TO COR WATER SHOPS. V� z SLLJ L LLJ O rr In 2 Z_ a rr LLJ a w F____ U) LL O C/) z S �� J. ��' Z� w�SN�1 W 0 f 1q)ff � � a 0 • Call 814ISTER�'� ��`rs10NAL 1601 5th Avenue, Suite 1600 w � ® two business days ���ti� Seattle, WA 98101 W— 419 911 before you dig 10/16/2023 .2.kpffff.com www www.kpff2.582.com • CITY OF CITY OF RENTON 11/15/2022 RENTON RENTON SUNSET GARDENS � � • OFF -SITE WATER MAIN IMPROVEMENTS DRAWING NO: Planning/Building/Public Works Dept. WATER UTILITY PLAN & PROFILE - C303 z JEFFERSON AVE NE (RESIDENTIAL) LU SHEET: G. 11 14 0�