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Home My WebLink AboutS-286101-�.� ^�� - � � n ry e 1 � � ' � �1 y�4 W N �z O> NU6 a .a] a >> ja Q C? � N � O � o N o ,;) � o � O g f- Lil ~� Q (n JQ W Qz �/ � LL.I z Q �� 4m o �� o T= I Joy 3 iNlll �I�III IIIIII t � w i 5 E T T :I;%"< I - ..I __ �% N / __. -___- SEAL CO. B -10 METER 80X. I I 6" MIN FINISH GRADE 9'� MAX -/� NE ;21st STREET -__ -T_ ___ -- N SCALESCALE�1" -- 23�-- 27' I ' 21" MIN �� I - COVER - WATER METER TO BE 12 MIN �- THE 36" MINI COVER � SUPPLIED BY CIT'f 3E" MIN COVER TYPE "K" SOFT 1. ALL TRENCH OVERLAYS AND STREET OVERLAYS SHALL BE COPPER TUBIIJG zz -1 /z• -�_� -- - - -� r FORD COPPERSETTER I - �_ VH 72- 15W- 44 -33G FOR 5/8" x 3/4" METER) �/ NEW DUCTILE IRON L LOOP DOWN TO CENTERLINE V�H 72- 15W- 44 -44G FOR 1" METER) WATERMAIN OF WATER MAIN TO PROVIDE BOTH INLET AND OUTLET WITH PACK JOINT WITH GRIPPE SLACK IN COPPER SERVICE PADLOCK WINGS ON KEY VALVE SINGLE CHECK VALVE LRE 0 METEP,. ON OUTLET. CORPORATION STOP. FORD TAPERED ALL PACK -JOINT FITTINGS�SH ALL BE WI TTI GRIPPER. / THREAD (CC). PACK JOINT (3/4" F7000) / (1" F1000) IF SERVICE LINE TO HOUSE IS TO BE J INSTALLED IN THE FUTURE INSTALL 50' 22 -1 /2' - FIDT x COMPRESSION COUPLING \ 3/4" OR 7" GALVANIZED PLUG FCR SERVICE FROM EXISTING STEEL N.E EXISTING CAST IRON ASBESTOS CEMENT OR PVC VdATER MAINS OR DUCTILE IRON INSTALL DOUBLE STRAP SERVICE CLAMP 3/4" & 1 °� WATER SERVICES WATERMAIN EQUAL TO MUELLER CO. CITY OF RENTON _� 6. GATE VALVES SHALL CONFORM TO AWWA C500 AND SHALL BE IRON BODY, BRONZED - MOUNTED, DOUBLE DISC WITH BRONZE WEDGING DEVICE AND O -RING STUFFING BOX. VALVES SHALL BE DESIGNED FOR SPECIFICATIONS, AS APPROVED BY THE CITY OF RENTON. A ' APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION. ' 'INV = 413.4$' � 5:1+ TAPER. SAWCUT (VERIFY PRI R TO 6222 24 HOURS IN ADVANCE. THE POLICE DEPARTMENT, FIRE NEAREST EXPANSION JOINT Q CONSTF2UL•TION) N I 3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE &MATCH EXIST. SIDEWALK r CURB &GUTTER AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. FOR UTILITY LOCATE CALL 48 HOURS LOCATORS 1- 800 - 424 -5555. 4. ALL WATER MAIN PIPE TO BE CEMENT LINED DUCTILE IRON PIPE CONFORMING TO AWWA C710 AND C111 OR LATEST REVISION, THICKNESS CLASS 57_. CEMENT MORTAR LINING AND SEAL COATING SHALL CONFORM TG AWWA C104 OR LATEST REVISION. PIPE JOINTS _....„ _. i , _... i f.. - PR POSED 6' .. `. ... ,., ONCRETE�I I SIDEWALK , ' � -�' O 1�.' ... � �o,. =. - � � ' I � ® . -.'� 20' TO -�BE - DEDIC;4TED " " -" ,TO CITY OF RENTON FOR 1 'n ROADWAY PURPOSES �,RIE°RncA °'' o LOT 1 LOT 2 LOT 3 CURB & I cuTTER;. N `'.' � " 30'6' PVC (SDR 35) ®?.03% �:� I •� .a � ... INV= 414.70 � - � � �� - ' = MIN FF =419 00 �� 12 "x 22" CONCRETE METER BOX 'WITH 3/76" STEEL DIAMOND PLATE IN UNIMPROVED RIGHT OF WAY J � INSTALL METER 80X AT I COVER EQUAL TO FOG TITE METER - PRDPERT'! LINE. SEAL CO. B -10 METER 80X. , -STA 1 +70, 8' RT. 6" MIN FINISH GRADE 9'� MAX a � SIDEWALK " �c -_ _'_I -` � F +;, ` ' - ' 21" MIN �� I - COVER - WATER METER TO BE 12 MIN �- THE 36" MINI COVER � SUPPLIED BY CIT'f 3E" MIN COVER TYPE "K" SOFT 1. ALL TRENCH OVERLAYS AND STREET OVERLAYS SHALL BE COPPER TUBIIJG zz -1 /z• -�_� -- - - -� r FORD COPPERSETTER I - �_ VH 72- 15W- 44 -33G FOR 5/8" x 3/4" METER) �/ NEW DUCTILE IRON L LOOP DOWN TO CENTERLINE V�H 72- 15W- 44 -44G FOR 1" METER) WATERMAIN OF WATER MAIN TO PROVIDE BOTH INLET AND OUTLET WITH PACK JOINT WITH GRIPPE SLACK IN COPPER SERVICE PADLOCK WINGS ON KEY VALVE SINGLE CHECK VALVE LRE 0 METEP,. ON OUTLET. CORPORATION STOP. FORD TAPERED ALL PACK -JOINT FITTINGS�SH ALL BE WI TTI GRIPPER. / THREAD (CC). PACK JOINT (3/4" F7000) / (1" F1000) IF SERVICE LINE TO HOUSE IS TO BE J INSTALLED IN THE FUTURE INSTALL FORD C14 -33 OR 44 22 -1 /2' - FIDT x COMPRESSION COUPLING \ 3/4" OR 7" GALVANIZED PLUG FCR SERVICE FROM EXISTING STEEL N.E EXISTING CAST IRON ASBESTOS CEMENT OR PVC VdATER MAINS OR DUCTILE IRON INSTALL DOUBLE STRAP SERVICE CLAMP 3/4" & 1 °� WATER SERVICES WATERMAIN EQUAL TO MUELLER CO. CITY OF RENTON WATER UTILITY- GENERAL NOTES ALL VJORK MATER;AL SHALL BE IN CONFORMANCE NfTH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON UTILITY DEPARTMENT AND THE LATEST EDITION OF THE WSDOT /APWA STANDARDS AND SET OF 6. GATE VALVES SHALL CONFORM TO AWWA C500 AND SHALL BE IRON BODY, BRONZED - MOUNTED, DOUBLE DISC WITH BRONZE WEDGING DEVICE AND O -RING STUFFING BOX. VALVES SHALL BE DESIGNED FOR SPECIFICATIONS, AS APPROVED BY THE CITY OF RENTON. A ' APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION. q MINIMUM WATER OPERATING PRESSURE OF 200 PSI. GATE VALVES `_�HA.LL BE CLOW LIST 14, MUELLER COMPANY NO A2380 OR M & H. PLL VALVES 12" IN DIAMETER AND LARGER, SHALL BE INSTALLED IN 2. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL dE LIMITED TO 8:30 AM TO 3:30 PM WEEKDAYS UNLESS OTHERWISE A VAULT. SE WATER STANDARD DETAIL FOR 12" GATE VALVE ASSEMBLY VAULT AND 1" BYPASS INSTALLATION. - -.. APPROVED IN WRITING BY THE TRANSPORTATION DIVISION AT 277- 7, FIRE HYDRANTS SHALL BE. COREI' TYPE (OPENING WITH THE 6222 24 HOURS IN ADVANCE. THE POLICE DEPARTMENT, FIRE PRESSURE) CONFORMING TO AWWA C -- 504 -80 WITH A 6 INCH INLET - DEPARTMENT AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE. AND M.V.O. OF 5 INCHES, TWO 2 -1 /2 INCH HOSE NOZZLES WITH 3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE NATIONAL STANDARD 7 INCH, 60 DEGREES V THREADS, O.D THREAD 4.875 AND R00T DIAMETER 4.6263, 1 - -3/4 INCH PENTAGON .. AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. FOR UTILITY LOCATE CALL 48 HOURS LOCATORS 1- 800 - 424 -5555. 4. ALL WATER MAIN PIPE TO BE CEMENT LINED DUCTILE IRON PIPE CONFORMING TO AWWA C710 AND C111 OR LATEST REVISION, THICKNESS CLASS 57_. CEMENT MORTAR LINING AND SEAL COATING SHALL CONFORM TG AWWA C104 OR LATEST REVISION. PIPE JOINTS OPERATING NUT OPENED DY TIIRNING COUNTER CLOCKWISE (LEST). g. ALL WATER MAIN 10 INCHF_S AND SMALLER TO MAINTAIN A MINIMUM COVER OF 36 INCHES BELOW FINISH GRADE ALL WATER MAIN 12 INCHES AND LARGER ShiALL DE A MINIMUM OF 48 INCHES BELOW FINISH GARDE. WHERE UTILITY CONFLICTS OCCUR, WATER MAINS ARE TO BE LOWERED TU CLEAR. 9 ALL WATER MAINS SIX (6) INCHES IN DIAMETER AND LARGER I � �� MIN. FF= 4ZI.00 -__ -_ TO BE PUSH ON OR MECHANICAL JOINT BEDDING TO BE CLASS C. ALL SHALL BE CLEANED WITH PIPE CLEANING "PIGS" PRIOR TO 2 DUCTILE IRON PIPE INSTALLED SOUTH OF SUNSET BLVD. (EMPIRE I � � (3) 3/4" DOMESTIC < t � OISINFECI'ION. -THE "POLY PIGS" SIi ALL BE GIRARD INDUSTRIES o WATER�METERS - MIN. FF= 41Z -OO'. WAY, SR 900) AND WEST OF SR 767 (EAST VALLEY FREEWAY) OR IN gOUA SWAB AS OR APPROVED EQUAL, 2 LB /CU FT. DENSITY FOAM FA 0 +$5 SOILS OF HIGH RESISTIVITY SHALL BE POLYETHYLENE WRAPPED PER WITH 90A DUROMETER URETHANE RUBBER COATING ON TFIE REAR OF ._ W/ TRAFFIC- BEARING LIDS INV = 416.80 AIJSIj AWWA C105 -77 STANDARDS. "PIG" ONLY. "PIGS" SHALL BE CYLINDER SHAPED WITH BULL[ ?' NOSE I � OR SQUARE END. THE CIIY WILL ASSIST THE CONTRACTOR WHO WILT. SSMH 1 � 116'6" PVC (SDR 35) ®2.00% INS- 418.00 5. CAST IRON AND DUCTILE IRON FITTINGS SHALL BE CEMENT PERFORh1 THE CLE ANIIJG OPERA iION. STA:0 +25, 13'RT - _._ LINED, PRESSURE RATED AS NOTED ON PLANS AND IN ACCORD.4IJCE RIM = 427.401 PROPOSED I � WITH ANSI /AWWA C110/A21.10.82. CEMENT LINING SHALL BE IN 20' CURB CUT ACCORDANCE WITH ANSI /AWWA C104/A21.4 -85. IF FITTINGS ARE 3 (MATCH EXIST. ASPHALT) I � �___ _ I / -_,k; INCHES TO 12 INCHES IN DIAMETER AND HAVE h1ECH ANICAL JOINTS, INV = 414.67 6 °IN Y ` / r THE FITTINGS SHALL BE IIN ACCORDANCE WITH EITHER ANSI /AWWA ( ) � _, - -- - 10' DRAINAGE INV= 414.50 8 "OUT � - - .r m � � / C110/A21.10 82 OR ANS /AWWA C753/A21.53 -84. 3 INCH TO 1'L ( ) � 0 +00 I. � ' � � '� r - _ / EASEMENT INCH DIAMETER WHICH HAVE MECHANICAL JOINTS AND /OR FLANGED 0 5 -� r� 0+ 0 ' 26. A '. -. 7 _ _. JOINTS SHALL BE IN ACCORDANCE WITH ANSI /AWWA C110/A21.10.82 � � UTIL TY EASEMENT1 +00 I : / ^'- � ` -' o � - a_ � G'r,JoiNATION GF ANSI A'r:'riA C11C/A21.10.82 AND ANSI /AWWA _ _ - ----+ _ `�@ N _ NEW 20 1 -. - �>� -- � � - OR53/A21.53 84 SUCH THAT THE PORTION OF THE FITTING WITH A f oQ 33' �� O-t93 �� 0 +75 -�- -� -- I � % - -- MECHANICAL JOINTS) MAY BE IN ACCORDANCE WITH ANSI /AWWA W - J�Jf�I A 0 ±9$ 173. �6" P C " ",($ 3S \,� 2.01 %_� SS C.O. _ACCESS } ,o / __ _ _- C153/A21.53 -84 AND THAT PORTION OF THE FITTING WITH THE I L � ° -_� _� �/ FLANGED JOINTS) SHALL 8E IN ACCORDANCE WITH ANSI /AWWA I � - - -- C110/A21.10 -82. ACCEPTANCE TESTING IN ACCORDANCE WITH O ,,{(( °',. �SS C.O. -r ' � SECTION 53.53 OF ANSI /AWWA C153/A21.53 -84 OR WITH SECTION � � �. 10 -4.3 OF ANSI /AWWA C110/A21.10.82 SHALL BE OBTAINED BY THE SS C 0 STA 1 +15, 3' RT. CONTRACTOR AND TRANSMITTED TO THE OWNER. WwrO - ?7 -2$6/ NV T/Q - L % °35�� ROLL.# 168 LEGEND I a... � _ ... =, l� ( .�- I \ �3�) , -STA 1 +70, 8' RT. �S EXIST. SEWER MANHOLE \`7'�6" PVC (SDR v 2.00% • I vNV= 414.81 ITTAPER TO �c -_ _'_I -` � F +;, ` ' ��OF N cow I _ EXIST. ASPHALT I ®5:1 3n' I 30' _ - r' NOTES: ® EXIST. STORM MANHOLE I 1. ALL TRENCH OVERLAYS AND STREET OVERLAYS SHALL BE ',9A � �C' . PER THE CURRENT CITY OF RENTON TRENCH RESTORATION � EXIST. POWER POLE GUY ANCHGR W EXIST. WATER LINE EXIST. SANITARY SEWER I AND STREET OVERLAY REQUIREMENTS. RECOMMENDED FOUND MONUMENT IN CASE 2. POTHOLE EXISITNG UTILITIES PRIOR TO CONSTRUCTIQN TO VERIFY HORIZONTAL AND VERTICAL LOCATIONS. ,: �. (VISITED 2/28/00) I ACCESS EASEMENT' I ;��} MAPLE TREE � BLVD. - -�!�- FIR TREE 'P ALDER TREE N.E SNN�SET I �ja1� WwrO - ?7 -2$6/ NV T/Q - L % °35�� ROLL.# 168 LEGEND pJ EXIST. WATER VALVE R EXIST. FIRE HYDRANT SgUPg �S EXIST. SEWER MANHOLE wA EXIST. CATCH BASIN ��OF N cow ❑ tie �� ® EXIST. STORM MANHOLE � ❑ EXIST. TELEPHONE PEDESTAL ',9A � �C' O EXIST. POWER POLE V S�IO „ �(NSSSTTTFFF��""" � � �1'�'��)_�7''� �T� �_ � EXIST. POWER POLE GUY ANCHGR W EXIST. WATER LINE EXIST. SANITARY SEWER �XPIRES 11 /BD /DD11 /30/00 -SS- X- EXIST. FENCE LINE o FoulJO REBAR & cAP RECOMMENDED FOUND MONUMENT IN CASE FOR APPROVAL (VISITED 2/28/00) 81' ;��} MAPLE TREE � 9Y -�!�- FIR TREE 'P ALDER TREE �ja1� NOTE: M�i`Of9 �OU EXISTING UTILITY LOCATIONS SHOWN HEREON ARE A ►PROXIMATE ONL'f. ®� I7 SHALL BE THE CONTRACTOR'S RESPONSIBfLITY TO DETERMINE THE lV� V � EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING Uh1DER- "(ION. 1o //�� I� c C - 8 ®R7 °4Z��S5PJS UNDERGROUND SERVICE (USA) AVOID CUTTING UNDERGROUND GROUND UTILITIES PRIOR TO COMMENCING CONSTRUC NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHO'NN HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FGR UTILITIES NGT SHOWN OR UTILITIES NOT SHOWN! IN THEIR PROPER IACATIOfJ. UTILITY LINES. IT'S COSTLY CALL BEFORE YOU DIG: 1 -BOO- 424 -5555. C w-'d'6 /B -/ �,�'c+u�r �. -��y r..f SCANNEDOCT 42000 �r >r ��! "��'6 >Q/