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Home My WebLink AboutzS-3262SetPORTION OF THE NW 114 OF THE NW 114 N \ �� X� \� SECTION 3, TOWNSHIP 23 NORTH, RANGE 5 EAST W.M. o \J q -NT N STATE OF WASHINGTON '4"Cl TY OF RE O � � I � �S i \ \ j7 \ l ` USE 20' & 15' COMMERCIAL d' INS IA NE�' ASPHALT FOR \ - DRIVEWAYS FOR ACCESS TO PUMP QQY CONk7GU 710N STA. AND DETENI7ON VAULT. i NORTH LINE OF 3 -23 -5 \ , -,THROUGH(( RLE1�i//RN R I N 8879'35' W (K CAS) ?317. B7 " CAL - ACCESS TOVHE PU P T70N. I ( ) _ SANITARY SEWER PUM �, - N 8829'33 "' W (DEED) 1317.92" (DEED) STA770N- EASEMENT v\ \ PROAO ED S ITARY SEWER PUMP z _ \ - -\ STA770 .,SEE S PARA9E PLANS. BY W — 130 96' S8$79 35 E i S 552 D EGN PLANS AND RNAL I e n PA \ SPEC CA110NS 1 +05 00R o- - - - - ------ -- _ �— r � .. ,. Q C , ERlAI\ r \ , DRIVEWA YE 347.48 -OUP cr Lu 7RAC7 A 1 \ /-1 L 1 %1 BEGI -- - - - \ \.SECAON 00 x oJ, 40�F 8° Pl!GS =OU`09 ! 111 IE 348.98- O - \ 1 I FOR STORM DRAIN \ ONG WALL \\ , oo FL TO HDPE FL DETENTION VAULT AND _ - - - -- =_ _ -- -- — �' 3- _/ `� \ Sv.� CONNECTION I ! _j SEWER PUMP STA710N. —7 a o I 1 ct: - . _ -. _ 81 3 °- & -4` E -- WhL� -'_ i �/. S c9 VALVE ! �d .�. Q O PRES RE MAIN \ �_. \ s%= VAULT 1 W 7W 3 0 - T� - `, UP 1i • - - - , - - -SW 3 _ - `7' °STRAPPNS SNAIL \ \� -- -- g / STAINLESS STEEL I+ TRAPS 4 111 � 4 0 a" xoae SS i !! S PACIN 5 v V3 ssi1H 3'Of a xorE 1 - 50 -YE =34 1� 1 ,� - S DEFLECT 3 "- OVER 1 - �/ G9Z,� \ FORCE MAINS :SHAI PIPE 1 Fo ` a BE STRAPPED ' I TOGETHER o 0 11C)' ia , 1 1+99,71 -11:5 RT F x \\ 1 1 cc 48 _ h. { xF 172. 5'RT tu �- -. i- - ' _ - MIN FFE= 64.00 RIM 361.22 -� -- �- tSTvwc 9.84'x, F !! !1 -SRV6 , 2� 1.00 FORGE MAIN N07Ec - _ _ _ - _ `_ 2 � p < , ., •, - ` x 3Y7ilC, g Z � h -- --- - -- 810LF3 " &.49iDPE--- -.,. - '. �:�,£l `--- - - - __ _: - ",�.. � -,�.' MlN PRESSURE MAIN MIN 3' BUR Y 50. 14- x{-65- - � � \ _ , ~ h �• 2:1 j 0 -9.30 \��`^ - - , 11�.0 5 m FUTURE ACCESS RIU --,3 3`'fi 0 OU l a _ & ROPDW�- � - . 1E . 4 g � 00 40 6 7+ -3253 O`/�_ \ , �w 120 �4048" __- \ 8 a 1 +30.00- 9.30LT � _ -` yL _2� ,� �� _ _: -- .. - < 1". R /M= 392.00. - a - 7E= 371OUT ` - - _ EP , \ 1' 43- 2' \ FORCE MAIN NOTE: k00 �• ,i - ,... +. 6.''T •` N 2� S _ - - - - - 3 0 75 R as 9 8. \ Q , - - -' - ;€ 727 ,5 - 810LF3 " &4fIDPE -- PRESSURE MAIN MIN 4, FF ' = O - _ 1\ - S IN =377. 0 ' BURY. ems. 2t .90= w p -� 45 ND SR VC 7EE \ \ \ x - `$ M =373 33 s \ � \ - - - _ �U•-�• c N or , S a � .� � .� 3 +0. 67RT q - 377'•16 - 6 " 10 %y moo. tip., c.� : '.x' N.O \\• Q �n P o W 16 "y - - - -- � - --cam`^ \ r y 380.00 \ - - - - - - 1J' CEPS _ D_. _ _ j< / m ;` - - - - - - - -- 3''dc 4 r SRVC lEE,„ TlLlT EASEM,E jrr liDPE \ _ lE' - SEE SHE- T 12 o RECOMMENDED En FOR APPROVAL J 4 01. BY ATE �� By -- -// � DATE' 2f eb a a BY DATE 719016SFr.DWG a tornl i BY DATE : 11`23 y o E1�1RE3 6/2270' B Y DATE S E W Z N M E F aN w B ? _ 5 U 7-� PORTION OF THE NW 114 OF THE NW 114 C SECTION 3, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. ° . _ - - - - - - - _ _ _ _ a � CITY OF RENTON, STATE OF WASHINGTON aoo aoo - - SEE SHEET 4 FOR PLAN -1 I ti ui c uiW S' J %- W � EE co m d J n o l` a P" z N o n 3 � 9 0 ` 38l 361 DATUM ELEV 350.00 c c 0 TEMP. GRADING UN77L _.._ _ - _._. LOW P ,'l PV/ STATA 0+46 A.D. = 16 -50 _. o+ K 364 3 380 n 4.5OFO�RE FOR FUTURE 8' m m m CEPTH SSMH _I -- SCALE 360 0 +0720- 9.30'LT 1' -20' ff SSMH:3 -48° ' =/O' V . ... _ 00 0 +40 0 +80 1 +20 1 +60 N _� � _� 8 80.00' VC m N,g PVT ELEV = 401.78. j I i I I K I A.O. 5.96 a i O _ _- I 400-- - -- --- --- ---+-- i i - -. , t I - - - - - - - - -. - m 40f I - - - _ _ - - � h PVl STA = 1 +55 110LF 8 8'P C C S =1.00% I I' p _ PVl ELEV = J54.90 I I I T A.D. 1J,65 I I m K= 5.16 ` m ` I I + +74.50- 32.5'LT k I I � I I � 4 +70.85 -SjRT I S SSMH PORTION OF THE NW 114 OF THE NW 114 CN SECTION 3, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. ° . CITY` OF REN TON, STATE OF WASHINGTON SEE PLAIN ON SHEET 73 TO COIN TINUE THE PROFILE M H- 1 a' a � M N 0 0 6 SANITARY SEWER NOTES && SPECIFICATIONS 1: 3, 5 MIX e $ 1 a rn SANITARY SEWER NOTES AND SPECIFICATIONS � 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE W97'rl THE STANDARDS AND o SPECIFICATION OF 7HE CITY OF RENTON U77LITY DEPARTMENT AND 7HE LATEST EDI77ON OF Z THE WSDOT /APWA STANDARDS AND SPEC /RCARONS 3= 2. ALL CONSMUC77ON SHALL BE IN ACCORDANCE WITH ?STANDARD SPECIFICATIONS FOR ' MUNICIPAL PUBLIC WORKS CO.NSTYUCAON? PREPARED BY WASHINGTON STATE CHAPTER a AMERICAN PUBLIC WORKS ASSOCIATION, LATEST ED177ON (APWA) AND CITY OF RENTON J Q° (f) STANDARD SPECIFICA 77ONS. 4' & J" DIA SEWER 3 J. ALL LOCA77ONS OF EXIS77NG U77LI77ES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONC. BLOCKING ANGLE CONTRACTOR ?S RESPONSIBILITY TO VERIFY 7HE 7RUE AND CORRECT LOCATION SO AS TO P n Ld C) �J AVOID DAMAGE OR DISTURBANCE. ELEVATION 4. CONTRACTOR IS SOLELY RESPONSIBLE FOR 774E MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND 077-IERS ON THE CONS77?UC770N S17F. W IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY 85. 118 RAISE -1/2" W 0 Z 07HER RELATED PERMITS PRIOR TO ANY CONS7RUC770N. 1 J >. 6. PLANS APPROVED BY 7HE C17-Y OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE I� (� PRECEDENCE OVER ALL 0774ER PLANS F- ® 7 A COPY OF 774ESE APPROVED PLANS MUST BE ON THE JOB S17F WHENEVER CONS7RUCT70N ZaC IS IN PROGRESS. Q 0 L� 0 8. 774E CONTRACTOR SHALL PROVIDE 774E CITY OF RENTON W/TH AN AS -BUILT DRAWING OF 7HE SANITARY SEWER SYSTEM., WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED U PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. of 9. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A z LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, 7HOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND (j) y N FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. it k �°� o MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED. r Q 10. OPEN CUT ROAD CROSSINGS FOR U77LITY TRENCHES ON EXIS771VG TRAVELED ROADWAY WI774 AND COMPACTED. CUTS INTO THE t g Q SHALL BE BACKOLLED CRUSHED ROCK MECHANICALLY EXIS77NG ASPHALT SHALL BE NEA7UNE CUT WITH SAW IN A CON77N000S LINE. A W:5 d TEMPORARY MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFILL AND COMPACTION. A PIPE MATERIAL AS SPECIFIED. CLEAN -OUT DETAIL PERMANENT HOT MIX PATCH SHALL BE PLACED W1774IN 10 DAYS AND SHALL BE PER CITY OF O RENTON CURRENT STANDARDS. !� U W 11. DATUM SHALL BE CITY OF RENTON, 1988 NAVE. H h dIi i� a 12. ALL DIS71JRBED AREAS SHALL BE SEEDED AND MULCHED OR 07HERMSE STABILIZED TO 774E SA77SFAC77ON OF 774E DEPARTMENT FOR THE PREVEN77ON OF ON -SITE EROSION AFTER i 774E COMPLE77ON OF CONSTRUCTION. � o a 13. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDA77ON IN ACCORDANCE WITH SEC77ON 7 OF THE CURRENT STATE OF WASHINGTON STANDARD SPECIFCA77ONS FOR ROAD AND BRIDGE CONS7RUCT10N. 7HIS SHALL INCLUDE NECESSARY g LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDA77ON MATERIAL, AS WELL AS § PLACEMENT AND COMPAC7ION OF REQUIRED BEDDING MATERIAL, TO UNIFORM GRADE SO THAT 's 1 THE EN77RE LENGTH OF THE PIPE MLL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING o BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6 INCHES ABOVE AND BELOW THE PIPE 14. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR 35, OR DUC77LE IRON CLASS 50. 15. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 12 INCHES ABOVE FINISHED GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIREC77ONS TO MATCH PAVING. U77LITY SPECIFICA7701VS `1 z C: \ SDSK\ CI TYN07E S\ RENTON \U77LITYSPECIRCA77ONS.DOC ! PROPERTY LINE SIDE SEWER MAIN TO e I BUILDING SEWER v I vrsT 6" SEWER PIPE 'I� {` -6 D� BLDDGG�SEWWER " SIDE OUTLET TEE 2'X4" STUD SERVICE I�fARKER �I PAINT UPPER PORTION WHITE a AND STENCIL ON SIDE WORD ° "SEWER" WITH 3" HIGH Q BLACK LETTERS. 6" SIDE SEWER & BUILDING SEWER PLAN 6" SIDE SEWER - 1: 3, 5 MIX e $ 1 a CONCRETE 60' ALLOWABLE BLOCKING FOR CAST 2'0" � 6'hflN T LOWEST HOUSE ELEVATION, WHICH - ANNECRONS 3' MIN 1 25' MIN EVER IS LOWER, 6 RAIN HORIZONTAL BRACKET WITH a EXPANSION TYPE ANGfOR 314" SPACES SPACED -314" 1270 CONNECTIONS. 3' MIN EMBEDM T 4' & J" DIA SEWER 3 f---4 314" CONC. BLOCKING ANGLE 6" SIDE SEWER 000 0 0 0 AS INDICATED -HT. 118" FIBER JOINT 'o ELEVATION Y 00000 PACK AIG 0 v� 0S G'P NOTE: m a 118 RAISE -1/2" WIDE 1„ 118 BEND BORDER 10" � 0 0 9 SEWERS TO EXISTING MAIN 29 MIN SLOPE zz HORIZONTAL VITRIFIED CLAY, PLAIN & TYPICAL SIDE SEWER 0 ELEVA TION BE CORE DRILLED. PLUG TO BE SEALED IN SAME MANNER AS MAIN SEWER JOINTS g 7 3 4" - - _ - � 's' 75 a a' z CAST IRON RING AND COVER PIPE MATERIAL AS SPECIFIED. CLEAN -OUT DETAIL ! PROPERTY LINE SIDE SEWER MAIN TO e I BUILDING SEWER v I vrsT 6" SEWER PIPE 'I� {` -6 D� BLDDGG�SEWWER " SIDE OUTLET TEE 2'X4" STUD SERVICE I�fARKER �I PAINT UPPER PORTION WHITE a AND STENCIL ON SIDE WORD ° "SEWER" WITH 3" HIGH Q BLACK LETTERS. 6" SIDE SEWER & BUILDING SEWER PLAN 6" SIDE SEWER - 1: 3, 5 MIX NOTE. CONCRETE 60' ALLOWABLE BLOCKING FOR CAST MAX SIDE SEWER SHALL HAVE A OR MINIMUM 5' COVER AT PROPERTY DUCTILE IRON PIPE_ LINE OR 3 -5' LOWER THAN THE 6'hflN _APANSION .TYPE ANCHOR LOWEST HOUSE ELEVATION, WHICH - ANNECRONS 3' MIN 1 25' MIN EVER IS LOWER, 6 RAIN HORIZONTAL BRACKET WITH 6" SIDE OUTLET TEE EXPANSION TYPE ANGfOR SEWER MAIN CONNECTIONS. 3' MIN EMBEDM T 4' & J" DIA SEWER 3 EXISTING SEWER MAIN CONC. BLOCKING ANGLE 6" SIDE SEWER OF TEE AT MAIN OVER 25° 'o ELEVATION ,_, 6 "TEST TEE TO BE INSTALLED AT CONNECTION v� 0S G'P NOTE: Bbo MAKE TAP THROUGH CAST IRON GL� P� 4E SADDLE SECURED TO SEWER MAIN GO�C1E WHENSCONNECTING NEEW SIDES 25• SEWERS TO EXISTING MAIN 29 MIN SLOPE HORIZONTAL VITRIFIED CLAY, PLAIN & TYPICAL SIDE SEWER REINFORCED CONCRETE,_ D1 & Cl PIPE SEWER MAINS ARE TO ELEVA TION BE CORE DRILLED. SIDE SEWER SERVICE DETAIL CASTING PIPE CASTING MANHOLE COVER FRAME AND COVER SEE DWGBR29 ^ � 25" 1--ADJUSTMENT 4" MIN I i MORTAR JOINTS 4" MIN. i STEPS -314" DEFORMED BAR STEPS SHALL BE INCLUDED a -� 6 1/2" b a CONRETE RISER BY PIPE INC. 48" OR APPROVED EQUAL MAX. PIPE SIZE -21" I.D. LADDER -STD: ALUMINUM OR GALVANIZED STEEL. CONCRETE SHELF MORTAR F LET PRECAST BASE SECTION OR CAST IN PLACE 67 6" MIN. SANITARY MANHOLE TYPICAL DETAIL (NIS) TYP. SEE SHTS. 11 & 12 NOTES: 1. STEPS TO BE 3/4" 0 DEFORMED BAR GALVANIZED SAFTEY STEPS OR EQUAL 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED 3. CASTING TO BE OLYMPIC FOUNDRY MH30 WITH MH30 D/T OR EQUAL. PER DWG, BR29 4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE 5. OPENING SHOULD BE ON DOWNSTREAM SIDE. 6. ALL JOINTS SHALL BE GROUTED 7. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING, COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATINGI WASSER MC GONSEAL OR APPROVED EQUALI COLOR OF COATING SHALL BE WHITE. STANDARD STEPS 8' DIA STEEL CASING PIPE, WITH CALPICO" SPACING INSULATORS. INSTALL MAX 2'FROM ENDS OF THE CASING PIPE: 3' DIA SEWER FORCE MAIN HDPE CARRIER PIPE. DEFLECT 3'0 OVER 4 0 PIPE AT EAST END OF CASING — 14 PLAN VIEW 3 4' DIA SEWER FORCE - ®f4n MAIN HDPE CARRIER STAINLESS STEEL PIPE. STRAP 4' O.C. 8' DIA STEEL. CASING PIPE, WITH CALPICO' SPACING INSULATORS INSTALL MAX 2' �� CONCRETE FROM ENDS OF 3" & 4" 90' rlL 7 -I Ill I ,I BLOCKING THE CASING PIP Fo y 12° MAX 2 -8' DIA STEEL CASING PIPE, WITH CALPICO" SPACING INSULATORS INSTALL MAX 2'FROM ENDS OF THE ELEV VIEW CASNG PIPE. NTS EXTEND CASING PIPES INTO SSMH9 MANHOLE. PROVIDE WATER 7/" FIGHT CONNECTION INTO INSIDE DROP DETAIL MANHOLE. v , BRACKET PLAN VIEW ACT 3 "0 OVER 4 10 PIPE � YSZg o FQ A STAINLESS STEEL STRAP 4' D.C. ao RECOMMENDED`` FOR APPROVAL EXPUM 6/22/0 B Y f%„(1.tI D AT E , ' - 3' & 4" 90 N MOLDED BENDS 4 ANCHOR MATERIAL SHALL BE STAINLESS STEEL. MANHOLE _APANSION .TYPE ANCHOR ANNECRONS 3' MIN 1 112" SS STUD BOLTS RIBEODMENT. 6' MAX SPACING. N NUTS & WASHERS BRACKET WITH EXPANSION TYPE ANGfOR CONNECTIONS. 3' MIN EMBEDM T 4' & J" DIA SEWER 3 3" & 4° 45'. FORCE MAIN M MOLDED BENDS WER C �MANHIOLE W CASTING MANHOLE COVER FRAME AND COVER SEE DWGBR29 ^ � 25" 1--ADJUSTMENT 4" MIN I i MORTAR JOINTS 4" MIN. i STEPS -314" DEFORMED BAR STEPS SHALL BE INCLUDED a -� 6 1/2" b a CONRETE RISER BY PIPE INC. 48" OR APPROVED EQUAL MAX. PIPE SIZE -21" I.D. LADDER -STD: ALUMINUM OR GALVANIZED STEEL. CONCRETE SHELF MORTAR F LET PRECAST BASE SECTION OR CAST IN PLACE 67 6" MIN. SANITARY MANHOLE TYPICAL DETAIL (NIS) TYP. SEE SHTS. 11 & 12 NOTES: 1. STEPS TO BE 3/4" 0 DEFORMED BAR GALVANIZED SAFTEY STEPS OR EQUAL 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED 3. CASTING TO BE OLYMPIC FOUNDRY MH30 WITH MH30 D/T OR EQUAL. PER DWG, BR29 4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE 5. OPENING SHOULD BE ON DOWNSTREAM SIDE. 6. ALL JOINTS SHALL BE GROUTED 7. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING, COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATINGI WASSER MC GONSEAL OR APPROVED EQUALI COLOR OF COATING SHALL BE WHITE. STANDARD STEPS 8' DIA STEEL CASING PIPE, WITH CALPICO" SPACING INSULATORS. INSTALL MAX 2'FROM ENDS OF THE CASING PIPE: 3' DIA SEWER FORCE MAIN HDPE CARRIER PIPE. DEFLECT 3'0 OVER 4 0 PIPE AT EAST END OF CASING — 14 PLAN VIEW 3 4' DIA SEWER FORCE - ®f4n MAIN HDPE CARRIER STAINLESS STEEL PIPE. STRAP 4' O.C. 8' DIA STEEL. CASING PIPE, WITH CALPICO' SPACING INSULATORS INSTALL MAX 2' �� CONCRETE FROM ENDS OF 3" & 4" 90' rlL 7 -I Ill I ,I BLOCKING THE CASING PIP Fo y 12° MAX 2 -8' DIA STEEL CASING PIPE, WITH CALPICO" SPACING INSULATORS INSTALL MAX 2'FROM ENDS OF THE ELEV VIEW CASNG PIPE. NTS EXTEND CASING PIPES INTO SSMH9 MANHOLE. PROVIDE WATER 7/" FIGHT CONNECTION INTO INSIDE DROP DETAIL MANHOLE. v , BRACKET PLAN VIEW ACT 3 "0 OVER 4 10 PIPE � YSZg o FQ A STAINLESS STEEL STRAP 4' D.C. ao RECOMMENDED`` FOR APPROVAL EXPUM 6/22/0 B Y f%„(1.tI D AT E , '