The URL can be used to link to this page

Home My WebLink AboutS-331902z� W � �Z j0= �ZW � � O Q Z Z J E1r.1 Q3 wz z U � r _ � �° � a �� o vs.f w yob o �.x _� �g AS -BUILT SANITARY SEWER AN® WATERMAIN EXTENSION PLAN �j�%T �%% FOR �%� rT CffY OF RENTON V r i i � i/ � � ®i Vii/ iii 3ANffARY 3t11VER NOTES AND 3PECFlCATION3 1. ALL WORK MATERWS SHALL BE IN CONFORMANCE WNH THE STANDARDS AND sPEGIFlCAnoNS DF THE Gm' OF RENTON ImuTr DEPARTMENT AND THE IATESr mmoN A PORTION OF THE $.E. 1/4 OF SECTION 3, TOWNSHIP 23 N., RANGE 5 E., W.M. OF THE WSDOT /PPWA SFANDARDS AND SPECIFlCATIONS. 2. THE HOURS OF WORK IN THE STREET RtGHI -0F -WAY SHALL BE UMRID TO 6:30 AM. TO 1'a3o� CITY OF RENTON, WASHINGTON 3:30 P.M. ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRRING EIY THE DEPARTMENT OF PUBLIC WORKS AT 235 -2620. ALL STREET CLOSURES, PARML OR FULL, SHALL BE __ ____ , APPROVED BY THE DEPARTMENT OF PUBUC WORKS 24 HOURS IN ADVANCE THE PoUCE '`-� � '�' C / . \ / I n n n r � r. T DEPARTMENT, FlRE DEPARTMENT AND 911 SHALL BE NORFlED 24 HOURS IN ADYANCE �� 3. ALL CONSTRUCTION SFW.L BE IN ACCORDANCE WffH 'STANDARD SPECIFlCATIONS FOR MUNICIPAL PUBUC WORKS CONSIRUCTION� PREPARED BY WASHINGTON STATE CHAPTER AMERICAN PUBUC WORKS ASSOCIATION, LATEST EDRION (APWA) AND CRY OF RENfON STANDARD SPECIFlCATIONS. 4. ALL LOCATIONS OF EXISTING UNLTRES SHOWN ARE APPROXIMATE AND R SHAH BE THE CONTRACTOR'S RESPoNSIBILITY 7D VERIFY THE TRUE AND CORRECT LOCATION 50 AS TO AVOID DAMAGE OR DISNRBANCE 5. A PRECONSTRUCTION CONFTRENCE AND A 24 -HOUR NOTICE SWJl BE REQUIRED PRIOR TO STARTING NEW CONSTRUCRON. R SHALL BE THE CONTRACTOR'S RESPoNSIBILffY TO SECURE ALL NECESSARY PERMffS PRIOR TO STARING CONSTRUCTION. (INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATNE OF THE CffY OF RENTON). R SHALL BE THE CONTRACTOR °5 RESPoNSIBILffY TO NOTIFY THE MLffY DEPARTMENT 24 HOURS IN ADVANCE OF RACKFlWNG ALL CONSTRUCTION. 6. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHE1tS ON THE CONSO2UCTK)N SIZE 7. R SHALL BE THE RESPONSIBIIIIY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMffS PRIOR TO ANY CONSTRUCTION. 6. PLANS APPROVED BY THE CffY OF RETfTON, PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. 9. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SffE WHENEVER CONSTRUCTION IS IN PROGRESS. 10. THE CONTRACTOR SHALL PROVIDE 1HE CffY OF RENfON WffH AN AS -BUILT DRAWING OF THE SANNARY SEWER SYSTEM WHICH HIS BEEN STAMPED AND SIGNED Bt' A LICEWSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. 11. BACKFlLL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WBH A LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM DETTTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO 95 PERCEM OF MAXIMUM DENSffY. THESE COMPACTED LAYERS MUSE EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. MATERWS TO COMPLETE THE FlLL OVER PIPE SHALL BE THE SAME AS DESCRIBED. 12. OPEN CUT ROAD CROSSINGS FOR URLIIY TRENCHES ON IXISONG TRAVELED ROADWAY SHALL BE BACKFlLLEO WffH CRUSHED ROCK AND MECHANICALLY COMPACTED. CUTS INTO THE IXISDNG ASPHALT SHALL BE NEANNE GUT WffH SAW IN A CONTINUOUS LINE A TEMPORARY MIX PATCH MUST BE T "1ACE0 IMMEDIAi Y AFTER BACKFlLL ANG COMPACTION. A PERMANEWT HOT MIX PATCH SHALL BE PLACED WTD11N 10 DAYS AND SHALL BE PER CTIY OF RENTON CURRENT STANDARDS. 13. DANM SHALL BE CTIY OF RENiON, U.S.C. AND G.S. 14. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMONT FOR THE PREVENBON OF ON -SffE EROSION AFTER THE COMPLETION OF CONSTRUCTION. 15. ALL PIPE AND APPURTENMJCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WTM SECDON 7- 023(1) OF THE CURREM STATE OF WASHINGTON STANDARD SPECIFlCATIONS FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR 1HE TOP OF THE FOUNDATION MATERW. AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERNL TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPoRTED ON A UNIFORMLY DENSE UNYIELDING BASE PIPE BEDDING SHALL BE PEA GRAVEL 6 INCHES ABOVE AND BELOW THE PIPE 16. SANRA.RY SEWER PIPE SHALL BE PoLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50. 17. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 16 INCHES ABOVE FlNISHED GRADE IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECDONS TQ MATCH PANNG. � � .� �O� \�.a00�0�� TO IX. �?� z 455:::_::::::.: - :,- a- .............. CONE STEPS OR EQUAL. 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS - .. 0 +8� . .. PIM -44 ^,. �. - [o _ ... ... .. ... 4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE. 5. ALL JOINTS SHALL BE GROUTED. STEPS - 3/4" DEFORMED BAR STEPS SHALL BE INCLUDED 6. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING, COATED (SEALED) ,. ,c, �STA. J �' L 5, 15 c c EXISTING � � � OR APPROVED EQUAL. �\ 450 I ' RIM' - =4d 4� ;E 445.25 I _ CL GRADE. :.: _ �- �. �� ' :.:.:: ::PROPOSED � -� � _ �/" "� �E:i ": � ..: ::.::: :: � :GRADE ..... . i EI'_ ,�, n �l .. .: _ y4 9Z .F C ?E° ,A, } . �.._..:. ..... .... .._ .EX;' 6" WATER ;. ........ - 0.5Jx' . SSMH 2 � dL}Q:REPLACE IXiST---:. . .. W/ � � � .... � � � ':5TA 1}269. 3.0' R � RIM 419- 7119.59 �,�•'` �" SSCO SSMH� 1 if =x11(8 � f RIM �: L - .. � -44&6 �E IM�44�$641I.i2(81V/NEj .: :: { , . lE -II f 56(8 j - ,, 435 438 ' m0 - nQ ^N �� 0 +00 1 +00 NOTE: ALL HOMES ON THIS PROJECT SHALL BE FIRE SPRINKLERED. � _ s � o g a a ¢ < a PROPERTY LINE n Q o M \ m � 3'-p �' ,6,�„ FUTURE yn N � 6" BUILDING SEWER PIPE BUILDING SEWER v n - w n > 3 3 } z 2 "x 4" STUD SERVICE MARKER PAINT UPPER r � vii m m TEE WITH 6" SIDE GUTLET Y PORTION WHITE ANS STENCIL ON SIDE W °DING 'QCWE. °.' WITH °" HIGH BLACK LETTERS. � AND #6 MIRE WRAPPED AROUND THE STUD AND 6" SIDE SEWER AND BUILDING SEWER i EXTENDED TG THE TGP OF THE STUD. a UNLESS OTHERWISE APPROVED BY THE CITY, MAKE TAP THRUUGH CAST IRON SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEEL HANDS n � F WHEN CONNECTING NEW SIDE SEWERS TO EXISTING MAIN. w w 60" ALLOWABLE MAX. VITRIFIED CLAY, PLAIN AND REINFORCED CONCRETE, DI PIPE AND CS F � � PIPE SEWER MAINS ARE TO HE CORE DRILLED � o o FOR CAST IRON PIPE � � �' OR DUCTILE IRON PIPE. z Jj >_ z z c� LQ�CRE�'iE r5 Ott KONO c it it i O ancx[NC7 .le+' / / PNjE $�pG v fn / µqE 1A�Y"CR6 o 0 0 � co`' �x xe, ;,� =��w � -- S � � LL HORIZONTAL � � � 6" SmE OUTLET TEE '_ a a a s^ xua SEWER MAIN SEWER Y,AIN i °w °w °w CONCRETE BLOCKING ANGLE STANDARD SIDE SEWER INSTALLATION I �' N OF TEE AT MAIN OVER 25 TYPICAL SIDE SEWER ELEVATION (SEWER MAIN TO PROPERN LINE) ': � � � ELEVATION ADOPTED NOTES � ®♦ �� OF AENTDN UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 5' COVER AT PROPERTY slmaera yl�a LINE OR 3 -5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. Esr DATE: Iz /IS /s1 O DATE REVISION BY APPR DWG. NAME: BR39 SP PAGE: 8078 MORTAR FILLET `.._- �\ ' LDI. 3� Uh Ut / SfONERIDGE- �' �\ • ``i \,, 4" FERF�ORATEL` -� MANHOLE FRAME AND COVER SEE DRAWING BR29 ADJUSTMENT (4" MIN.) 1. STEPS TO BE 3/4" 0 DEFORMED BAR GALVANIZED SAFETY CONE STEPS OR EQUAL. 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS RUBBER GASKETED JOINTS ARE INSTALLED. 3. CASTING TO BE PER DRAWING BR29. IN ACCORDANCE WITH ASTM C -443 4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE. 5. ALL JOINTS SHALL BE GROUTED. STEPS - 3/4" DEFORMED BAR STEPS SHALL BE INCLUDED 6. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING, COATED (SEALED) CONCRETE RISER BY PIPE INC., WITH A HIGH SOLIDS URETHANE COATING; WASSER MC- CONSEAL Oft APPROVED EQUAL; OR APPROVED EQUAL. COLOR OF COATING SHALL BE WHITE. 7. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTM C -443. 8. CHANNEL HEIGHT SHAI.Is 6E A MINIMUM OF 3/4 THE INSIDE MAX. PIPE SIZE - 21" I.D. DIAMETER OF THE LARGEST PIPE. 9. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR -N -SEAL BOOTS OR APPROVED EQUAL. LADDER -STD. ALUMINUM OR GALVANIZED STEEL CONCRETE SHELF , PRECAST BASE SECTION OR CAST IN SHELF. � ' SANITARY MANHOLE TYPICAL DETAIL SANITARY MANHOLE TYPICAL DETAIL `-{Y O. ADOPTED NOT TO SCALE �'�' CITY OF RENTON STANDARD PUNS i0 /�) g6 EDiiEO rE %T DCV AG FNTO lST DATE: 12/96 3 /e /ss ADDED rvoiE. EDD rExr Dcv Ac DATE REVISION Rv APra� DWG. NAME: BR28 SP PAGE 8071 ROLL 207 �``` �` �� a �� / � �\ � � 1 ., \\ � k ��, � \\ h \�`' \ \\ f `'^. \ \ N � / \'s,c\ %' �, e- / / � \ \\ R\ % ,' � � � '� / ;� \� / � i i \\ `L' u.i ui w Z O paz � � � I Z N � � Z � W T Z O Q U O J Z Oo °OLn � � O � W � � � Z � � O O I~L)� Z �c�na � 3 O�� W W Il,l Z O O J CV W m N m Y T 0 3N rn w as � x o I- z Q zw w N L` g z Q 17 N N O N o0 C.c � � 00 N f� Z > Z pr cp o0 w z � Q I I Zw (/� � E(7 � C-7 z � N N w - F- � 117 N Z .� > (� � Y �.�.� U N �N ° � ° "' • SQ, � JGJ �y a T Z i. W NI �b _ Q �� 0 GOaSJ �1 � y l'6l 07 REI.OMMCIYUtl7 F'�R iit'PFZ' OVAL Po`1 w ApR /y c� BY Dote: BY� Date: o q 24661 a �� FFSS /2NA LT E ENG�F4. BY: Date EXPIRES 6 11 OB BY: Date AS' W •"5�10Z 5 331go2(X.w) t°'0 JUn x�2uG7 G � z n u f x E O v T O Z m 7 W U