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Home My WebLink AboutzS-2861Set-�.� ^�� - � � 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/ 8 LL1 J E- I- 0- O Ld r 1"' 0 o M� W N a �m > j o lo C G NU '4 a a � O a O N, O O � O N I O 1 o r 43 Oo rz UU) �.-6 W _jQ J Q Z Q > ::> ry F_ C:) W I_- p n n Z Q APPROXIMATE LOCA EXIS :!!N- 12" WA C m � o 421 � o N=- T391 �w Y= IDno __...._ .......... ....430- 430. -. -.. -- .....- ... -.. _ -... 2. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE LIMITED TO 6:30 AM TO 3:30 PM ON WEEKDAYS JNLESS OTHERWISE APPROVED IN WRITING BY THE TRANSPORTATION DIVISION AT 277- 6222. ALL STREET CLOSURES, PARTIAL OR FULL, SHALL BE APPROVED BY THE TRANSPORTATION DIVISION 24 HOURS IN ADVANCE. THE POLICE DEPARTMENT, FIRE DEPARTMENT AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE. NOTE; APPROX. EXISTING GRADE CA 1. POTHOLE EXISITNG UTILITIES PRIOR TO CONSTRUCTION TO ----- - - - - -- -PIPE 410 o d f5 rr d d a 1i d DATUM ELEV °o °0 405.00 w aN no � G 1 x � 0 +00 SSMH #1 STA:0 +25, 12°RT RIM = 427.40± '', (MATCH EXIST. ASPHALT) INV= 414.67 (6 "IN) INV= 414.50 (8 "OUT) PRIVATE ROAD PROFILE HORIZ SCALE: 1 " =20' VERET.'. SCALE: 1 " =2' M0 M ( NCn N 0 r t` � t0 N LL7 0 6" BUILDING SEWER PIPE -TEE WITH 6" SIDE OUTLET 6" SIDE SEWER AND BUILDING SEWER a 0 WW,O - 2 7- 2 &1 1 +00 PROPERTY LINE 6'� FUTURE BUILDING SEWER �n \� 2 "x 4" STUD SERVICE MARKER PAINT UPPER PORTION WHITE ANS STENCIL ON SIDE WORDING "SEWER" WITH 3" HIGH BLACK LETTERS. AND #6 WIRE WRAPPED AROUND THE STUD AND EXTENDED TO THE TOP OF THE STUD. UNLESS OTHERWISE APPROVED BY THE CITY, MAKE TAP THROUGH CAST IRON SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEEL BANDS WHEN CONNECTING NEW SIDE SEWERS TO EXISTING MAIN. VITRIFIED CLAY, PLAIN AND REINFORCED CONCRETE, D1 PIPE AND C1 PIPE SEWER MAINS ARE TO BE CORE DRILLED ROLL # 168 a i N PVC'(SDR 35) ®1.02% SSMH #1'I STA: 0 +25, 13 RT = RIM= 427.40 ±' INV 413.45 (MATCH EXIST. ASPHALT)' (VERIFY PRIOR TO INV= 414.67 (6-IN) CONSTRUCTION) INV= 414.50 (8.OUT) -- - 410 410 PROFILE'I EX. SSMH - SSMH No. 1 HORIZ. SCALE: 1 " =20' VERET. SCALE: 1 " =5' DATUM ELEV 405.00 r r r N N N a a � 0 +00 1 +00 r60" ALLOWABLE MAX. / FOR CAST IRON PIPE OR DUCIILE IRON P 1:3:5 MIX -7 ONC BLOCKING AX CA GR O 2% MIN SLOPE i HORIZONTAL 6" SIDE OUTLET TEE SEWER MAIN 6" MIN. SEWER MAIN CaJCRETE BLOCKING ANGLE OF' 7EE AT MAIN OVER 25 TYPICAL SIDE SENM ELEVATION �� STANDARD SIDE SEWER INSTALLATION NOTE: UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY LINE OR 3 -5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. STANDARD SIDE SEWER INSTALLATION N.T.S. FR 1 1 ..2 SANITARY SEWER NOTES AND SPECIFICATIONS I. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPEC17!CATIONS OF THE CITY OF RENTON AND THE LATEST EDITION OF THE WSDOT /APWA STANDARDS AND SPECIFICATIONS. -- tz' (TIP) 2. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE LIMITED TO 6:30 AM TO 3:30 PM ON WEEKDAYS JNLESS OTHERWISE APPROVED IN WRITING BY THE TRANSPORTATION DIVISION AT 277- 6222. ALL STREET CLOSURES, PARTIAL OR FULL, SHALL BE APPROVED BY THE TRANSPORTATION DIVISION 24 HOURS IN ADVANCE. THE POLICE DEPARTMENT, FIRE DEPARTMENT AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE. NOTE; 3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH "STANDARD SPECIFICATIONS FOR MUNICIPAL P'! AN N - = z n QW I< U0 � CID _j y Cr __j Q' IW >z W LLJ Iry J Q F-- z cn G 06 _E •M� E W r. IT e c a c o r i f 1 Lr v Z ui J J uvv= "413.gp VERIFY PRIDR TO Q CONSTRUCTION) S FA: 0 +25, 13'RT RIM= 4�t4.Z7.1(= 3� (MATCH EXIST. ASPHALT) INV =4145V (6'!N) 415. -- INV =444+0 (8'OUT)41'5.71 WW/O -27 -2861 wv sR - s 7 -2810 3 r_, r_ N.E. SUNSET BLVD. .- FORD C14-33 44 _C11 ';1't'ACE "ROHM EX II FF 'D -xAL� 25; 8 °a -4 B 408% SS P1 H n Z7 /IV 413.G7[g 7rvv: 411.77(g'P 5) _^ ---- -- m.. ix I ' PVC (SOR 35) 0 2.03% - -INV= 414.70 I MIN. FF= 419.00 MIN. FF= 421.00 (3) 3/4" DOMESTIC WATER METERS MIN. FF =412GC W/ TRAFFIC - BEARING LIDS -INV= 416.80 ...116'6" PVC (SDR 35) @ 2.00% - -..INV= 418.00 - / -- r J1LTv FASEMEN -1 +00 NEIN 20' 773'_ _6_P C tSD35� ® 2.01% 55 C.O. ACCESS p / - - -� -' -- - -Y'SS C.O. -SS C.O. -STA 1 +15, 3' RT. _J -STA 1 +70, 8' RT. 7' -6" PVC (SDP, 35) 9 2.00% `INV= 414.81 ACCESS EASEMENT - G1 oars I T. J!(t ESE PLANS ARE "AS- BUILT' 1`1D THE INFORMATION SHOWN ,CURATELY REFLECTS EXISTING !� tD CONDITIONS AS OF THIS LAM SHUPE HOLMBE'RG PLS 332 - SBF S CEMENT OR P,C WA R Iv i�v AIL Jou[1 srRAP _FP .I C_; V ' " '• _OL�L 0 DUELLER CO. /4" & 1" WATER SERVICES _L:TGN N4 P u ILL. - GENERAL NOTES " d,ORK MAFER1AL SHALL. BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON Ul'II_ITY DEPARTMENT AND THE LATEST EDITION OF THE WSDOT /APWA STANDARDS AND PR FCATIONS, AS APPROVED BY THE CITY OF RENTONJ. A SET OF .- �PR;VED !'LANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUC7FON. 6 GA -E VALVES BHA-- CONFORM TO .AWWA 0500 AND SHAL_ BE IRCN BOD , BRONZED-MOUNTED, DOUBLE DISC 'MTH BROK �� WEDGING DEVICE AND 0 -RING STUFFING BOX. 'JALVES SHALL BE DESIGNED FOR q MINIIJUM WATER OPERATING PRESSURE OF 200 PSI . GATE 'VALVES SHALL BE CLOW LIST 4 MUELLER COMPANY NO A238D OR M & H. ALL 'JALVES 12" IN DIAMETER AND LARGER. SHA_'O. HE INSTALLED IN vACLT- SL WATER STANDARD DETAIL FOR 12 GATE VALVE THE HOJURS OF WORK IN THE STREET RIGHT OF WAY SHAD BE t.' TO 8:30 A.M TO 3:30 PM WEEKDAYS UNLESS OTHERWISE aPROVED IN WRITING BY THE TRANSPORTATION DI VI810!. AT 277 - .,222 24 HOURS IN ADVANCE THE POLICE DEPARTMENT, FIRE .; "P f T.1 .PUT AND 911 SHALL BC NOTIFIED 24 HOURS h A7 VA.ir._, SSLIME' e VAJL' AND B "'.?ASS INSTILLATION. RE HYDRANTS SHALL B. COREY :TYPE rOPE'NING WITH THE FESSURE) CONFORMING TO AWWA C 504 -80 WTH , 6 INCH IN T AND r .V.O OF 5 .NCHES, TWO 2 -1/ I .CH HOSE NOZZLES 'NITH THREADS, ' r,.TIOPJ OF EXISTING UTILITIES SHOWN ARE PPROXIMATE `IJ;i ;HAITI. BE THE C'ONTRACTOR'S RESPONSIBILITY TO 'VERIFY J JD (.ORRIC: -I I. -GCA 10'4 SO AS TO AVOID OAMAGE OP. r SIST RHANCE. FJR UTILITY LOCA [ CALL n8 HOURS LOCATORS I- 8G0 -424 555 MAIN ' WAN FR MlJIJ PIPE I'O PF CEMENT LINED DUCTILE IRON PIPE BE EME T LIKED DT 4A TON _ STANDARD 7 INC:, 60 DEGREES V O.D. THREAD 4.875 AND ROOT DIAMETER 4.6263 3/4 INCH PENTAGON - F_P,AT.NC NU � OPENED BY TURNING COUNTER CLOCKW'.SE (LET), 8 ALL, YEA. ER MAIN 1D INCHES AND SMALLER IG MAINTAIN A MINIMUM COVER OF 36 NCHES BELOW FNISH GRADE ILL WATER MAIN 12 INCHES AND LARGER SHALL B A MINIMUM OF 48 INCHES ('�i RMI L TO 0110 REVISION, !GENES ASS 52. CEMENT MORTAR NING AND SEAL COATING < ON. ORM '0 AWWA C104 OR LA'fr ".S REVISION. PIPE JOINTS .� B PUSH ON OR MECHANICAL JOINT BEDDING 10 BE CLASS C. A'_L )UC I - IF LN PIPE SOUTH Of SUNSET BLVD. (EMPIRE 90D) AND WEST OF SR 167 (EAST VALLEY FREEWAY) OR IN -- i.ILS OF HIGH RESISTIVITY SHALL BE P'JL Y.'THYLENE WRAPPED PEP, BELOW FINISH GARDE. WHERE J.ILITY CONFLICTS OCCUR WATER MAINS ARE TO BE LOWERED .0 CLE..R. y q� WATER MAINS SIX (6) INCHES IN DIAMETER AND LARGER SHALL BE CLEANED WITH PIPE CLEANING "PIGS' PRIOR, TO IINSTALLED DISINFECTION. THE "POLY PIGS" SHALL BE GIRARD INDUSTRIES AQUA SWAB -AS OR APPROVED EQUAL, 2 LB /C FT. DENSITY -DAM U ETER RUBBER COATING ON THE REAR OF _ !OS. /L WWv, .,t OS 77 STANDARDS_ 5, T ?ON AND DUCTILE IRON FITTINGS SHALT_ BE CEMENT WITH 90A DURCM URETHANE "PIG" ONLY. "FIGS" SHALL BE CYJNDER SHAPED WITH BULLET NOSE OR SQUARE END. THE CITY WILL ASSIST THE CONTRACTOR WHO WI_, INED PRESSURE RATE -, AS NOTED ON PLANS AND IN ACCORDANCE WITH NSI /AWWA 110/A21.1082 CEMENT LINING SHALL BE IN PERFORM THE CLEANING OPERATION. ACCORD NC= WIT.. ANSI /AWNA C1041A21.4 -85- IF FITTINGS ARE 3 NICHES TO 2 1NNCHES IN DIAMETER AND HAVE MECHANICAL JOINTS, : 'E Fl TNGS SHALL BE IN ACCORDANCE WITH EITHER ANSI /AWWA 11O/A2710 -82 OR ANSI /AWWA C153/A21.53-84. 3 INCH TO 12 N..`- 0 AMETE'P WHICH HAVE MECHANICAL „OINTS AND /OR FLANGED .0,N TS SHAL_ BE IN ACCORDANCE WITH ANSI /AWWA C110/A2110. 82 OR r OMBINATION OF ANSI /AWWA C110/A271082 AND AN 51 /AWWA 3 A 53-84 SHOP. THAT THE RTIG- OF THE FIT-ING '.NITH A J_CH NICA JOINT(S) MAY BF IN ACCORDANCE WITH ANSI /AWWA - /�` / � C153/A21.51-84 AND THAT PORTON OF THE FITTING WITH THE -BANGED JOINT(S) SHALL BE IN ACCORDANCE WITH ANSI /AWWA l �/ Q�� "110/A2110 -82. ACCEPTANCE TESTING IN ACCORDANCE WITH SECTION 5.3.53 OF ANSI /AWWA C153/A21.53 -84 OR WITH SECTION 10-4.3 OF ANSI /AWWA C110/A2110 82 SHALL BE OBTAINED BY THE B2 6103 COP. T..3 ,TOR AND TRANSMITTED T1 OWNER. 1&� 5 LEGEND EXIST. WATER VALVE A EXIST. FIRE HYDRANT SI;UPE &S EXIST. SEWER MANHOLE NOTES: 9, EXIST, CATCH BASIN V co OVERLAYS AND STREET OVERLAYS SHALL BE MANHOLE FQ I- ALL TRENCH ->r 0 EXIST. STORM PER THE CURRENT CITY OF RENTON TRENCH RESTORATION ,t AND STREET OVERLAY REQUIREMENTS. ❑ EXIST TELEPHONE PEDESTAL 4 EXIST. POWER POLE -°� �11332�� Sgt[: SL'd N 2. POTHOLE EXISITNG UTILITIES PRIOR TO CONSTRUCTION TO DNAL VERIFY HORIZONTAL AND VERTICAL LOCATIONS. (- EXIST. ROVER POLE GUY ANCHOR - -A - -- EXIST. WATER LINE —SB EXIST. SANITARY SEWER E51RES 1/3o/06 —' - -X EXIST. FENCE LINE o FOUND REPAIR & CAP RECOMMENDED ® FOUND MONUMENT IN CASE FOR APPROVAL (VISITED 2/28/00� ar 7 MAPLE TREE E. FIR TREE ALDER TREE BY Call NOTE: before you ,,,,,,,UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY. ®g �. IT SHAL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE p A C j g EXACT 'VERPCAL AND HOR17ONTA, LOCAT!0Y OF L EXISTING UNDER- GROUND 1- 800 - 424 -5555 REPRESENTATION IS IS RRADE TO THAT ALL EEXISTNG UTILITIES NARE N SHOWN UNDERGROUND SERVICE (USA) HEREON. 'IHE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES SCANNED JUL 7 7'1011 AVOID CUTTING UNDERGROUND NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. UTIL IY ITY LINES. S COSTLY CALL BEFORE YOU DIG: 1 -800 -424 -5555. SCANNED OCT 4 ZOW C /� ' �!p/ C Iv -_ s o c � T z s I SSMH #1 STA:0 +25, 13'RT RIM =4a?. 427.41 (MATCH EXIST. ASPHALT) INV = 414-67 (6 "IN)415.66 INV = 414.5 -U (8 "OUT) * /S.71 I y - 1"d LLJ I � F- 0 Ci L,J r� o m CL O O O I I 00 n-zyy WILLIHiJi'SHU H L BE12 PL599332 959 OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBEC. O J� WiA Q __j Q Q 4 Q E-- i- V V y I j n BE NEATLINE CUT WITH SAW IN A CONTINUOUS LINE. A TEMPORARY MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFILL AND 10 DAYS AND PERMANENT PATCH SHALL BE WITHIN ENTON CURRENT STANDARDS. STTANDARDS ti in Q (n '.34. DATUM SHALL BE CITY OF RENTON U.S.C. AND G.S. 14. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR C PVC (SDP- OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT NOTES: ;z p < CC G c - o N FF y' z a c c 5 (MATCH EXIST. ASPHALT ) ARE INSTALLED. PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7- 02.3(1) OF CASTING ;O PER THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR -'4D INV= 444.m7 (6-IN) 415.(,6 r= ( VERIFY PRIOR TO CONSTRUCTION) INV =4}� (B "OUT)s):15.71 CONCRETE. STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING 5. ALL JOINTS SHALL BE GROUTED. __ c � T z s I SSMH #1 STA:0 +25, 13'RT RIM =4a?. 427.41 (MATCH EXIST. ASPHALT) INV = 414-67 (6 "IN)415.66 INV = 414.5 -U (8 "OUT) * /S.71 SANITARY SEWFR NOTES ANJ SPECIFCATIONS ALL WORK. MATERIAL SHALL BE :N CONFORM " - 1 c. c STANDARDS AND SPEW CAT.ONS CF THE CITY CF P JTOI AND THE LATEST EDITION OF THE WSDOT /APWA STANDARDS AND SPECIFICATIONS. 2- THE HOURS OF 'WORK IN THE STREET RIGHT OF WAY S.i<.LL BE. LIMITED TO 8:30 AM TO 3:30 PM ON WEEKDAYS UNLESS OTHER'WI':S -. APPROVED IN WRITING B'Y THE TRANSPORTATION DIVISION AT 277- 6222, ALL STREET CLOSURES, PARTIAL OR FULL, SHALL BE APPROVED BY THE TRANSPORTATION DIVISION 24 HOURS IN ADVANC THE POLICE DEPARTMENT, FIRE DEPARTMENT AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE. r'. 3. ALL CONSTRUCT,ON SHALL BE IN ACCORDAnr_ MITI— "STANDARD SPECIFICATIONS FOR .MUNICIPAL ?UB IC WORKS CONSTRUCTION" NOTE: REPARED B'E WASHINGTON STATE CHAPTER AI, EPICAN PI :B IC WORKS 1. POTHOLE EXISITNG UTILITIES PRIOR TO CONSTRUCTION TO ASsocIAIGN, LATEST EDITION (APWA; AND rHE c.Y of =ENTON VERIFY HORIZONTAL AND VERTICAL LOCATIONS. STANDARD SPECIFICATIONS- 4, ALL LOCATIONS OF EXISTING ULLITIES SHOWN APE APPROXIMATE - - .D IT SHp BE THE CONTRACTORS RESPGN IBI_T'r TO VERIFY 'HE -- - - - - -- -- - - -- -- - - - -_ _ .RUE AND CORRECT LOCATION SC AS TO AVOIC DAMAGE OR DID UURBANCE- I 5. A. PRE - CONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRJCTION T SHALL BE THE CONTRACTORS RESPONSIHk -ITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION (INSPECION WILL BE C COfMPL:SHED BY A REPRESENTATI✓F OF THE OF RENTON). T SHALL BE THE CONTRACTORS RESPONSIBILITY NO HE C'.TY = / /gtlUPEy IJ PEC70R 24 HOURS N ADVANCE OF BACKFILLNG AL_Y Awns cA TR_c oN. 6 COICRACTOP TS SOLELY RESPONSIBLE FOR H M ,-ANS METHODS i 3 7 AND SEQUENCES OF CONSTRUCTION AND FCR 4E SA T) ' JE YORKERS y 3 I � �J -- AND C'NERS ON THE CONSTRUCTION SITE. °O� 7. IT SHAII. BE THE RESPONSIBILITY OF .HE CONTRACTOR TO 1 R OBTAIN STREET USE AND AN OTHER P- ITF�- �IHRMI PRIOR TO ANY �� ONSTRU ON T _ AG LAND _� _ ElV1RE3 S. SANS PISION, B' H EC RENCE DEVELOPMENT ILL OTHER I((3dlOZ- SERVICES DIVISION, .,n, S STY OF OVER ALL OTHER PLANS, 9. A: COPY OF THESE APPROVED PLANS MUS- BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS- / ".! AND THE PLANS ARE "AS-BUILT" ' AS /BUILT DRAWING7OFF THE SANITARIDESEWEERG TY OF RWHI CN WITH AN }t('. THESE T !SYSTEM 'WHICH HAS BEEN LH U INFORMATION SHOWN I STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR ACCURATELY REFLECTS EXISTING ICENSED PROFESSIONAL' SURVEYOR j FEEI_D CONDITIONS AS OF THIS a 2 a 3 " x " d: DATUiI F /F, V JL � � I a r� o m SANITARY SEWFR NOTES ANJ SPECIFCATIONS ALL WORK. MATERIAL SHALL BE :N CONFORM " - 1 c. c STANDARDS AND SPEW CAT.ONS CF THE CITY CF P JTOI AND THE LATEST EDITION OF THE WSDOT /APWA STANDARDS AND SPECIFICATIONS. 2- THE HOURS OF 'WORK IN THE STREET RIGHT OF WAY S.i<.LL BE. LIMITED TO 8:30 AM TO 3:30 PM ON WEEKDAYS UNLESS OTHER'WI':S -. APPROVED IN WRITING B'Y THE TRANSPORTATION DIVISION AT 277- 6222, ALL STREET CLOSURES, PARTIAL OR FULL, SHALL BE APPROVED BY THE TRANSPORTATION DIVISION 24 HOURS IN ADVANC THE POLICE DEPARTMENT, FIRE DEPARTMENT AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE. r'. 3. ALL CONSTRUCT,ON SHALL BE IN ACCORDAnr_ MITI— "STANDARD SPECIFICATIONS FOR .MUNICIPAL ?UB IC WORKS CONSTRUCTION" NOTE: REPARED B'E WASHINGTON STATE CHAPTER AI, EPICAN PI :B IC WORKS 1. POTHOLE EXISITNG UTILITIES PRIOR TO CONSTRUCTION TO ASsocIAIGN, LATEST EDITION (APWA; AND rHE c.Y of =ENTON VERIFY HORIZONTAL AND VERTICAL LOCATIONS. STANDARD SPECIFICATIONS- 4, ALL LOCATIONS OF EXISTING ULLITIES SHOWN APE APPROXIMATE - - .D IT SHp BE THE CONTRACTORS RESPGN IBI_T'r TO VERIFY 'HE -- - - - - -- -- - - -- -- - - - -_ _ .RUE AND CORRECT LOCATION SC AS TO AVOIC DAMAGE OR DID UURBANCE- I 5. A. PRE - CONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRJCTION T SHALL BE THE CONTRACTORS RESPONSIHk -ITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION (INSPECION WILL BE C COfMPL:SHED BY A REPRESENTATI✓F OF THE OF RENTON). T SHALL BE THE CONTRACTORS RESPONSIBILITY NO HE C'.TY = / /gtlUPEy IJ PEC70R 24 HOURS N ADVANCE OF BACKFILLNG AL_Y Awns cA TR_c oN. 6 COICRACTOP TS SOLELY RESPONSIBLE FOR H M ,-ANS METHODS i 3 7 AND SEQUENCES OF CONSTRUCTION AND FCR 4E SA T) ' JE YORKERS y 3 I � �J -- AND C'NERS ON THE CONSTRUCTION SITE. °O� 7. IT SHAII. BE THE RESPONSIBILITY OF .HE CONTRACTOR TO 1 R OBTAIN STREET USE AND AN OTHER P- ITF�- �IHRMI PRIOR TO ANY �� ONSTRU ON T _ AG LAND _� _ ElV1RE3 S. SANS PISION, B' H EC RENCE DEVELOPMENT ILL OTHER I((3dlOZ- SERVICES DIVISION, .,n, S STY OF OVER ALL OTHER PLANS, 9. A: COPY OF THESE APPROVED PLANS MUS- BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS- / ".! AND THE PLANS ARE "AS-BUILT" ' AS /BUILT DRAWING7OFF THE SANITARIDESEWEERG TY OF RWHI CN WITH AN }t('. THESE T !SYSTEM 'WHICH HAS BEEN LH U INFORMATION SHOWN I STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR ACCURATELY REFLECTS EXISTING ICENSED PROFESSIONAL' SURVEYOR j FEEI_D CONDITIONS AS OF THIS a ✓n I SANITARY SEWFR NOTES ANJ SPECIFCATIONS ALL WORK. MATERIAL SHALL BE :N CONFORM " - 1 c. c STANDARDS AND SPEW CAT.ONS CF THE CITY CF P JTOI AND THE LATEST EDITION OF THE WSDOT /APWA STANDARDS AND SPECIFICATIONS. 2- THE HOURS OF 'WORK IN THE STREET RIGHT OF WAY S.i<.LL BE. LIMITED TO 8:30 AM TO 3:30 PM ON WEEKDAYS UNLESS OTHER'WI':S -. APPROVED IN WRITING B'Y THE TRANSPORTATION DIVISION AT 277- 6222, ALL STREET CLOSURES, PARTIAL OR FULL, SHALL BE APPROVED BY THE TRANSPORTATION DIVISION 24 HOURS IN ADVANC THE POLICE DEPARTMENT, FIRE DEPARTMENT AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE. r'. 3. ALL CONSTRUCT,ON SHALL BE IN ACCORDAnr_ MITI— "STANDARD SPECIFICATIONS FOR .MUNICIPAL ?UB IC WORKS CONSTRUCTION" NOTE: REPARED B'E WASHINGTON STATE CHAPTER AI, EPICAN PI :B IC WORKS 1. POTHOLE EXISITNG UTILITIES PRIOR TO CONSTRUCTION TO ASsocIAIGN, LATEST EDITION (APWA; AND rHE c.Y of =ENTON VERIFY HORIZONTAL AND VERTICAL LOCATIONS. STANDARD SPECIFICATIONS- 4, ALL LOCATIONS OF EXISTING ULLITIES SHOWN APE APPROXIMATE - - .D IT SHp BE THE CONTRACTORS RESPGN IBI_T'r TO VERIFY 'HE -- - - - - -- -- - - -- -- - - - -_ _ .RUE AND CORRECT LOCATION SC AS TO AVOIC DAMAGE OR DID UURBANCE- I 5. A. PRE - CONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRJCTION T SHALL BE THE CONTRACTORS RESPONSIHk -ITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION (INSPECION WILL BE C COfMPL:SHED BY A REPRESENTATI✓F OF THE OF RENTON). T SHALL BE THE CONTRACTORS RESPONSIBILITY NO HE C'.TY = / /gtlUPEy IJ PEC70R 24 HOURS N ADVANCE OF BACKFILLNG AL_Y Awns cA TR_c oN. 6 COICRACTOP TS SOLELY RESPONSIBLE FOR H M ,-ANS METHODS i 3 7 AND SEQUENCES OF CONSTRUCTION AND FCR 4E SA T) ' JE YORKERS y 3 I � �J -- AND C'NERS ON THE CONSTRUCTION SITE. °O� 7. IT SHAII. BE THE RESPONSIBILITY OF .HE CONTRACTOR TO 1 R OBTAIN STREET USE AND AN OTHER P- ITF�- �IHRMI PRIOR TO ANY �� ONSTRU ON T _ AG LAND _� _ ElV1RE3 S. SANS PISION, B' H EC RENCE DEVELOPMENT ILL OTHER I((3dlOZ- SERVICES DIVISION, .,n, S STY OF OVER ALL OTHER PLANS, 9. A: COPY OF THESE APPROVED PLANS MUS- BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS- / ".! AND THE PLANS ARE "AS-BUILT" ' AS /BUILT DRAWING7OFF THE SANITARIDESEWEERG TY OF RWHI CN WITH AN }t('. THESE T !SYSTEM 'WHICH HAS BEEN LH U INFORMATION SHOWN I STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR ACCURATELY REFLECTS EXISTING ICENSED PROFESSIONAL' SURVEYOR j FEEI_D CONDITIONS AS OF THIS F. SANI -AR'Y SEWER MANHOLES SHA I HAVE Al INTERIOR AS WELL AS PLACEMENT AND COMPACTION OF REAL REDvBEDDING ^ SURFACES, INCLUDING CHANNELNG, COATED :'SEALED) MATERIAL S UNIFORM GARDE SO THAT THE REWIRE LENGTH OF THE WITH A HIGH SOLIDS URETHANE COATING; PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE UNYIELDING BASE WASSER MC- CONSEAL OR APPROVED EQUAL, -C� PRIVATE ROAD PROFILE ssn9rl PIPE BEDDING SHALL BE PEA GRAVEL 6" ABOVE AND BELOW THE COLOR OF COATING SHALL BE WHITE RIM= 427.97 . INV= 413.6718 Pvc NW) PIPE RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE PIPE 1/Vv= 413.774CS "-PVG 5.) WITH ASTM C -443. 16. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) 1- TOPiZ. LE _20 � :8- CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE. RUBBER GASKETED ASTM 3034, SDR 35, OR DUCTILE IRON CLASS 50. DIAMETER OF THE LARGEST PIPE. : .,mil Si r- 1 T. 9. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK 17. IN UNIMPROVED AREAS MANHOLE TO EXTEND MINIMUM 5 INCHES SIRArII.E �Il� LS C7l�[.s �C�oILJ �l O. ADAPTOR, KOR -N -SEAL BOOTS OR APPROVED EQUAL. AND MAXIMUM 18 INCH ABOVE FINISHED GRADE. IN. PAVED AREA, C E X Si7ic7.lY H S7MH N COVER'' MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. 40RiCZ. SCALE_ "'C'' 1 } M.ANHOLF -FRAME AND COVER VERET SCALE: 1"=5' 6' S EE DRAWING BR29 ?_" MAX 25 ADJUSTMENT (4" MIN.) / I - -- CONE UP - _ - - - - -- DAT[ 5V ELE[_7 21 � S - -_ -_ -- -- -_ -- - - RUBBER GASKETED JOINTS Q' w '- - E o WA O 'O 40'5'00 IN ACCORDANCE WITH ASTM !O STEPS - 314" DEFORMED BAR l� BE ED S`�IC11S3i3'F26- 1 / ? - CONCRETE RISER 81 PIPE NC. 0.1. i dih. 4- 0,S L. 48 tM ExPm 11/30/00 U' ALLOW46__ MAY. OR CAST IRON PPE P RON ?IPE. Y r ,z (TYa) MAX. PIPE SIZE - 21" I.D. 3:J MIX / p� �T'rJOTs } LADDER STD ALUMINUM OR GALVANIZED STEEL P ^ 0 QrJGR � o TAR � RECOMMENDED P1 Nc / P ` CONCRETE SHELF OVAL BLOCKY o +°�' ceE 1 i . � FOR APPROVAL ___ - / ORECAST BASE SECTION 2� MIN s �pE � BY 4 [' -?% 'W '.I R CAST IN SHELF. U .._. r I 'J .- T -.EWER ✓I AIN ' J :lam � 6 MI- S_.JEP 4AIN .: MIN. IN1_ ,J _ BY - CONCRETE BLOCKING ANGLE 2 ", 4 STUE cER ICE IAPKER PArNT UPPER OF TEE A? IAAIN OVE(? 25 TYPICAL aD R cbATION } h _ L PG ON HI E Nc ENCj ON S)E --i -- S MIN (TYP) c I ELEVATION NORDING EWER NI - HIGH BLACK LETTERS. STANDARD ao ccxea INSTALLATION A I X5 WIRE NRArPEv AROUND THE AND SANITARY MANHOLE TYPICAL DETAIL Call NOTE: 6" SIDE SEVER AND BUILDING R EXTENDED TO THE TOP OF THE STUD. NOTE: T T UNLESS OTHERWISE SHOWN ON PLAN,. SIDE SEWER SH HAVE A MINIMUM 25' COMER PRC =ER7Y N.T.S. T LIiJE. GR 3 -5' LGWER i'n AN THE LOWEST riOJSE ET �JATI C'rJ, 'JlH CHE'.'ER IS LOWER. T before YOU EXISTING. UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY.T' T I':'RIJ L APPROVED SE BY AI CITY, !SAYE TAP THROUGH B CAST IT SHALL. BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE f �l: F DI,, l RED TO EWER MAIN /J'7H .,70.1NI ES,jSTE_ BAIJUS. ®19.. EXACT VERTICAL. AND HORIZONTAL LOCATION OF ALL EXISTING UNDER- 'I z V.I -11 I,l,I 1. =.0 IJC IJF.W S�DF :EWERS .I EXISTING MAIN. A.. 1. 1_8®® -424 -5555 REPR SENT4 IONJ ISM DE ^HAOTMALL EXSTINGN UTILITIES ARE NO SHOWN C� / rli Il is ;LAY PL 1, IJ;) !.ORC ONCI._ - "E'., DI PIPE AND C1 STANDARD SIDE SEWER INSTALLATION : UNDERGROUND SERVICE (USA) HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES Wwp 27 -2A F1111[ W-P MlI+ i -R, f. PE CORL: DP,LL1 :L N.T.S. AVOID CUTTING UNDERGROUND NOT SHOWN OR ^UTILITIES ^NOT SHOWN IN THEIR PROPER LOCATION. V ✓n DAmE.3/ •/ PIPE IN LAYERS WITH VA LOOSE P.\ERAGE DEPTHv OF 6VINCHES fY V1 In / MAXIMJM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO i0 n O I I WILLIHiJi'SHU H L BE12 PL599332 959 OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBEC. O O + + +1 O O 12. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING ® TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED. CUTS INTO THE EXISTING ASPHALT SHALL u� + O 4 Q E-- i- V V y BE NEATLINE CUT WITH SAW IN A CONTINUOUS LINE. A TEMPORARY MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFILL AND 10 DAYS AND PERMANENT PATCH SHALL BE WITHIN ENTON CURRENT STANDARDS. STTANDARDS ti in V Q 35) ® 7i '.34. DATUM SHALL BE CITY OF RENTON U.S.C. AND G.S. 14. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR PVC (SDP- OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT NOTES: I7 SSMH #1 FOR THE PREVENTION OF ONSITE EROSION AFTER THE COMPLETION OF ', STEPS TO BE 3/4" 6 DEFORMED BAR GALVANIZED SAFETY CONSTRUCTION. STA:0 +25, 1SRT STEPS OR EQUAL. RIM= 42 -#'8t 4Z7.91 2. STEPS ARE TO BE IN PLACE BEFORE. MANHOLE SECTIONS 15. ALL PIPE AND APPURTENANCES SHALL BE LAID ON .A PROPERLY INV =4-13. 45413 (MATCH EXIST. ASPHALT ) ARE INSTALLED. PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7- 02.3(1) OF CASTING ;O PER THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR -'4D INV= 444.m7 (6-IN) 415.(,6 3 BE DRAWING BR29. c. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY ( VERIFY PRIOR TO CONSTRUCTION) INV =4}� (B "OUT)s):15.71 CONCRETE. STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING 5. ALL JOINTS SHALL BE GROUTED. __ F. SANI -AR'Y SEWER MANHOLES SHA I HAVE Al INTERIOR AS WELL AS PLACEMENT AND COMPACTION OF REAL REDvBEDDING ^ SURFACES, INCLUDING CHANNELNG, COATED :'SEALED) MATERIAL S UNIFORM GARDE SO THAT THE REWIRE LENGTH OF THE WITH A HIGH SOLIDS URETHANE COATING; PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE UNYIELDING BASE WASSER MC- CONSEAL OR APPROVED EQUAL, -C� PRIVATE ROAD PROFILE ssn9rl PIPE BEDDING SHALL BE PEA GRAVEL 6" ABOVE AND BELOW THE COLOR OF COATING SHALL BE WHITE RIM= 427.97 . INV= 413.6718 Pvc NW) PIPE RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE PIPE 1/Vv= 413.774CS "-PVG 5.) WITH ASTM C -443. 16. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) 1- TOPiZ. LE _20 � :8- CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE. RUBBER GASKETED ASTM 3034, SDR 35, OR DUCTILE IRON CLASS 50. DIAMETER OF THE LARGEST PIPE. : .,mil Si r- 1 T. 9. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK 17. IN UNIMPROVED AREAS MANHOLE TO EXTEND MINIMUM 5 INCHES SIRArII.E �Il� LS C7l�[.s �C�oILJ �l O. ADAPTOR, KOR -N -SEAL BOOTS OR APPROVED EQUAL. AND MAXIMUM 18 INCH ABOVE FINISHED GRADE. IN. PAVED AREA, C E X Si7ic7.lY H S7MH N COVER'' MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. 40RiCZ. SCALE_ "'C'' 1 } M.ANHOLF -FRAME AND COVER VERET SCALE: 1"=5' 6' S EE DRAWING BR29 ?_" MAX 25 ADJUSTMENT (4" MIN.) / I - -- CONE UP - _ - - - - -- DAT[ 5V ELE[_7 21 � S - -_ -_ -- -- -_ -- - - RUBBER GASKETED JOINTS Q' w '- - E o WA O 'O 40'5'00 IN ACCORDANCE WITH ASTM !O STEPS - 314" DEFORMED BAR l� BE ED S`�IC11S3i3'F26- 1 / ? - CONCRETE RISER 81 PIPE NC. 0.1. i dih. 4- 0,S L. 48 tM ExPm 11/30/00 U' ALLOW46__ MAY. OR CAST IRON PPE P RON ?IPE. Y r ,z (TYa) MAX. PIPE SIZE - 21" I.D. 3:J MIX / p� �T'rJOTs } LADDER STD ALUMINUM OR GALVANIZED STEEL P ^ 0 QrJGR � o TAR � RECOMMENDED P1 Nc / P ` CONCRETE SHELF OVAL BLOCKY o +°�' ceE 1 i . � FOR APPROVAL ___ - / ORECAST BASE SECTION 2� MIN s �pE � BY 4 [' -?% 'W '.I R CAST IN SHELF. U .._. r I 'J .- T -.EWER ✓I AIN ' J :lam � 6 MI- S_.JEP 4AIN .: MIN. IN1_ ,J _ BY - CONCRETE BLOCKING ANGLE 2 ", 4 STUE cER ICE IAPKER PArNT UPPER OF TEE A? IAAIN OVE(? 25 TYPICAL aD R cbATION } h _ L PG ON HI E Nc ENCj ON S)E --i -- S MIN (TYP) c I ELEVATION NORDING EWER NI - HIGH BLACK LETTERS. STANDARD ao ccxea INSTALLATION A I X5 WIRE NRArPEv AROUND THE AND SANITARY MANHOLE TYPICAL DETAIL Call NOTE: 6" SIDE SEVER AND BUILDING R EXTENDED TO THE TOP OF THE STUD. NOTE: T T UNLESS OTHERWISE SHOWN ON PLAN,. SIDE SEWER SH HAVE A MINIMUM 25' COMER PRC =ER7Y N.T.S. T LIiJE. GR 3 -5' LGWER i'n AN THE LOWEST riOJSE ET �JATI C'rJ, 'JlH CHE'.'ER IS LOWER. T before YOU EXISTING. UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY.T' T I':'RIJ L APPROVED SE BY AI CITY, !SAYE TAP THROUGH B CAST IT SHALL. BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE f �l: F DI,, l RED TO EWER MAIN /J'7H .,70.1NI ES,jSTE_ BAIJUS. ®19.. EXACT VERTICAL. AND HORIZONTAL LOCATION OF ALL EXISTING UNDER- 'I z V.I -11 I,l,I 1. =.0 IJC IJF.W S�DF :EWERS .I EXISTING MAIN. A.. 1. 1_8®® -424 -5555 REPR SENT4 IONJ ISM DE ^HAOTMALL EXSTINGN UTILITIES ARE NO SHOWN C� / rli Il is ;LAY PL 1, IJ;) !.ORC ONCI._ - "E'., DI PIPE AND C1 STANDARD SIDE SEWER INSTALLATION : UNDERGROUND SERVICE (USA) HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES Wwp 27 -2A F1111[ W-P MlI+ i -R, f. PE CORL: DP,LL1 :L N.T.S. AVOID CUTTING UNDERGROUND NOT SHOWN OR ^UTILITIES ^NOT SHOWN IN THEIR PROPER LOCATION.