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HomeMy WebLinkAboutTED4003206.6I� 0 o � Y Z 0 0 0 z o a c - a w L ++ O U aai v In of ^ N C � o O of 3Q N_ �Lq w NN E o 'N a_ �I 0 v� rn co m� mr7 o� 0 J zz � Q V� Q 'Z w0 0 Y m N Q m 0 0 > 0 W w Z 6 U 0 Y w U 0 O a Q Of m Y in Y m Y m ]C m X a CL Q 00 0 00 N M O W F- X FI O\ N N Q N Cm m ]C m m N Z O 0 O V) N E Z 3 O O O N> 0 0 a M W O 30 CJ Z 0_ CAI Ce Fr r LJ 0 0 Of 0 CL W W W W W a o_ a_ a CL 0 010 0 0 W W W 1.16I W (n cn (>r) V) to E E W z I M CN Z CAUTION VA- OULD NOT REST ON PIPE. LATER Cr iN AREA OF VALVE BOX COULD CAUSE .AKAGE OF THE SERVICE. - .... A MAX. Z Z X ■ 0 4 ■ N R a7 � PRIVATE PLUMBING SHALL CONNECT HERE 2" BRASS PLUG (THREADED) BY PASS NOT ALLOWED - - -V:_�' FOR IRRIGATION METERS ED ROCK BASE SUPPORT VAULT. 1-1 /2" AND 2" WATER SERVICE DETA A - A MATERIAL LIST FOR 2" SERVICE WITH METER LOCATED IN RIGHT-OF-WAY BEHIND SIDEWALK DRILL 1-5/8' DIA. HOLE FOR TOUCHREAD DEVICE 1. 2" tapped tee on new water meter. 2. 4" long X 2" brass nipple with threaded ends (MIPT). 3. 2" resilient seat valve with threaded ends, square operating nut and valve nut extension if = required (dwg BR41/page B090). 4. Two piece cast iron valve box. Standard 8" top section with regular base section, length to fit, "lug" type cover. 5. 2" brass bushing (MIPT x FIPT) 2 each 2" brass or bronze nipples 6" length, threaded ends 2 TYPICAL RIB each 2"-90' brass or bronze elbows (FIPT x FIPT) 2-1/2" MIN. FROM NEAREST 6. 2" (MIPT) x compression fitting, Ford C84-66 or equal. AND FRONT EDGE OF PIT LID 7. 2" soft copper type K or brass nipples, length to fit. 8. 2" threaded brass 90" all. 9. 2" Customsetter with by-pass Ford VBH 86-128-11-77 (17-3/16") or McDonald brass 30B715WDFF775, with flanged 1 outlet, ball valve on bypass angle ball valve and padlock wings on inlet, and angle check valve out e , yp with padlock wings. Customsetter shall have vertical inlet and outlet. 10. Rigid meter spreader to be supplied and installed in meter setter by contractor. 11. Water meter shall be supplied and installed by City of Renton upon payment of all related water meter fee and satisfactory pressure and purity tests. 12. 17"x30" equal to Mid -States Plastics, Inc. BCF Series MSBCF 1730-18 with 2" thick Ductile iron damond plate cover 18"01" equal to Mid -States Plastics, Inc. MSCBC-1730-R with 1-5/8" drilled hole for touchread pit lid, and meter read lid. 13. 2" coupling (compression x FIPT) with 2" plug (MIPT), Ford C-14-66 or equal. The property MATERIAL owner is responsible for any necessary adaptation or extension of water service. LIST 7-1/2" SERVICE WITH METER LOCATED IN RIGHT -Of -WAY BEHIND SIDEWALK 1. 2" tapped I:6 ._ : new water main 2. 4" long X 2" - _ ass nipple with threaded ends (MIPT). 3. 2" resilient seat valve with threaded ends, square operating nut and valve nut extension if required (dwg BR46/page 8090). 4. Two piece cast iron valve box. Standard B" top section with regular base section, length to fit, "lug" typf= cover. 5. 2" X 1-1/2" hex bra bushing (MIPT x FIPT) 2 each 1-1/2" 1 ironze nipples 6" length, threaded ends 2 each 1-1/2" - ass or bronze elbows (FIPT x FIPT) 6. 1-1/2" (MIPT) x pression fitting, Ford C84-66 or equal. 7. 1-1/2" soft copper type K or brass nipples, length to fit. 8. 1-1/2" pack -pint 90' all, for Ford L44-77 or equal. 9. 1-1/2" Customsetter with by-pass Ford VBH 66-12B x 13-3/16" or McDonald brass, with flanged angle ball valve and padlock wings on inlet, and angle check 've outlet, ball valve on bypass with padlock wings. Customsetter shall have vertical Inlet or ,.Jtlet. 10. Rigid meter spreader to be supplied and installed in mete -if by contractor. 11. Water meter shall be supplied and installed by City of Rer ,on payment of all related water meter fee and satisfactory pressure and purity 1s. 1-1/2" & 2" WATER SERVICE 12. 17"x3O" equal to Mid -States Plastics, Inc. BCF Series MSBCF 730-18 with 2" thick Ductile iron damond plate cover 18"x31" equal to Mid -States Plastics, Inc. MSCBC-1730-R with DETAIL LOCATED IN RiGHT-OF-NAY 1-5/8" drilled hole for touchread pit lid and meter read Ild. BEHIND SIDEWALK 13. 1-1/2" coupling (compression x FIPT) with 1-1/2" plug (MIPT), Ford C-14-66 or equal. The property owner is responsible for any necessary adaptation or extension of water service. ADOPTED NOTE. CITY OF RENTON ._ Standard plena SEE BR41-TR ON METER BOX IN DRIVEWAYS LST DATE: 04/04 DATE I REVISION BY APPR' DWG. NAME: BR42A SP PAGE: B107.2 CITY OWNED AND MAINTAINED PRIVATELY OWNED AND MAINTAINED MAX ­ TO JL,rvsra atu�zi ,is'" ® © • 4 CONCRETE BOLLARDS Q 10 Fr. MAX. r Q z C3 w Z W 64 W S BUILDING WALL u PERIMETERS OF MINIMUM CLEARANCES © TO BE PAINTED ON FLOOR IN WHITE ENAMEL PAINT STRIPE, WITH 2 INCH O O STENCILED BLACK LETTERS TO SAY: "DO NOT BLOCK ACCESS" 1 ® < 8 O 9 3 O7 � = Z 41NCH 481NCH 9 13 1© 11 a=° Z DDCVA MUST BE INSTALLED IMMEDIATELY AFTER PIPE PENETRATION THROUGH BUILDING FLOOR SLAB. ROOM IN WHICH DDCVA IS LOCATED SHALL: _ n A. HAVE FLOOR DRAIN CONNECTED TO THE SANITARY SEWER SYSTEM. N B. HAVE A HEATING SYSTEM (40' F MIN. TEMP.) NO HEAT TAPE I C. NOT BE USED FOR STORAGE AROUND THE DDCVA 2 D. HAVE CLEARLY DELINEATED ACCESS WAYS TO DDCVA AND PIVs. Y ( A RIGHT -OF -ENTRY AGREEMENT MUST BE GRANTED TO THE X CITY OF RENTON FOR INSPECTION OF THE DDCVA AND METER. SEPARATE FiRE SPRINKLER PLANS INCLUDING INSTALLATION OF DDCVA MUST BE SUBMITTED TO RENTON FIRE PREVENTION DEPARTMENT FOR REVIEW AND APPROVAL A SEPARATE FIRE SPRINKLER PERMIT IS REQUIRED. 1- MAIN LINE TEE (MJ x FL) WITH CONCRETE BLOCKING NW (WATER MAIN LOCATED IN EASEMENT ON PRIVATE PROPERTY on:: :=1k1t -- SHALL NOT BE MORE THAN 50 FEET TO BUILDING) -: a.....i ---- 2- BRANCH VALVE (FL x MJ) WITH VALVE BOX AND COVER X 3- CLASS 52 DUCTILE IRON PIPE (4 INCH MINIMUM) < ALL PIPE AND FITTINGS SHALL BE RESTRAINED WITH SHACKLE RODS AND CONCRETE THRUST BLOCKS PER NFPA AND AWWA STANDARDS. M 4- POST -INDICATOR VALVE (MJ) WITH TAMPER SWITCH 5- 2-90' BENDS (FL x FL) WITH FLANGED DUCTILE IRON PIPE SPOOL 6- 18" LONG SPOOL (FL x PE) AISH FLOOR LEVEL 7- FLANGE COUPLING ADAPTOR 8- APPROVED DDCVA ON MAIN LINE IN WnPl7"NTAL POSITION ONI Y ELEVATION VIEW OF DDCVA (PER LATEST DEPT. OF HEALTH APF '. OF BACKFL_ ION DEVICES) BOTTOM OF DDCVA SHALL BE A MINIMt 24 INCH ABOV. -OUR LEVEL AND NOT HIGHER THAN 3 FEET MAXIMUM. IW� .-,I_.L 3 CONCRETE -'. -rS OR ADJUSTABLE PIPE SUPPORT COLUMNS UNDER DDCVA ADJUSTABLE STEEL PIPE SUPPORT 9- O.S do Y VALVES TO BE RESILIENT SEATED WITH TAMPER Se­;HES. STANCHIONS BOLTED TO FLOOR. ADD WIRING IN ACCORDANcE WITH L & I 10- METERED 3/4 INCH BY-PASS DCVA - BY-PASS METER SHALL BE A 3/4 INCH "SENSUS-ECR" SR POSITIVE DISPLACEMENT METER EQUIPPED NTH A REMOTE READ SENSOR PLATE MOUNTED ON THE OUTSIDE OF THE BUILDING WALL 11- SWING TYPE GRAVITY CHECK VALVE, FLANGE WITH BALL DRIP IN VAULT OR OUTSIDE BUILDING 12- 4% 4" x 6" BULL, ELBOW, THREADED INSIDE BUILDING INSTALLATION FOR 13- UL LISTED FIRE DEPT. CONNECTION, UL LISTED BREAK AWAY CAPS, LOCATE WITHIN 50 FEET MAXIMUM OF A PUBLIC FIRE HYDRANT. 3 INCH AND LARGER Backwater Valve Pkg, Wt. Ea. List Price Product Part No. Description Color Qty. (Ibs.) (EA) Class ABS 275 2" ABS Backwater Valve Black 8 1 40.15 35AB 275R 2" ABS Backwater Valve with Riser and Cover Black 1 5.00 44.63 35AB 375 3" ABS Backwater Valve Black 6 1.83 40.23 35AB 375R 3" ABS Backwater Valve with Riser and Cover Black 1 4.00 54.21 35PV 475 4" ABS Backwater Valve Black 6 3.33 44,57 35AB " 475R 4" ABS Backwater Valve with Riser and Cover Black 1 7.00 70.26 35AB PVC 275P 2" PVC Backwater Valve 275PR 2" PVC Backwater Valve with Riser and Cover 375P 3" PVC Backwater Valve 375PR 3" PVC Backwater Valve with Riser and Cover 475P 4" PVC Backwater Valve 475PR 4" PVC Backwater Valve with Riser 675P 6" PVC Backwater Valve PVC Backwater Valve Components Part No. Description White White White White White White White Color 8 1 6 1 6 1 1 Pkg. Oty. 1 5,00 2.33 5.00 4.33 8.00 9.00 Wt. Ea. (Ibs.) 40.15 44.63 40.23 54.21 44.57 70.26 189.88 List Price (EA) 35PV 35PV 35PV 35PV 35PV 35PV 35PV Product Class �- 8051-020-040 2" Lid 822.040-16 2" Riser White White 1 1 5.09 15.26 94WP 94WP 1530202 2" Cap White 1 6.01 94WP 880-237 2" Cap O'Ring Black 1 1.77 94CP 1530203 2" Flapper White 1 3.67 94WP 880-136 2" Flapper O'Ring Black 1 1.11 94CP 1530204 2" Back Water Valve Pipe Extension Collar White 1 3.75 9OWP 8051-030-060 3" Lid White 1 5.74 94WP 822-060.16 3" Riser White 1 22.93 94WP 1530302 3" Cap White 1 7,01 94WP 880-253 3" Cap O'Ring Black 1 2.77 94CP 1530303 3" Flapper White 1 5.32 94WP 880-234 3" Flapper O'Ring Black 1 1.36 94CP 1530304 3" Back Water Valve Pipe Extension Collar White 1 4.95 90WP 8051-040-080 4" Lid White 1 10.04 94WP 822-080-16 4" Riser White 1 29.13 94WP 1530402 4" Cap White 1 10,95 94WP 880-364 4" Cap O'Ring Black 1 3.34 94CP 3 4" Flapper 880-2480-243 4" Flapper O'Ring White Black 1 1 7.36 2.6767 94WP 94CP 1530404 4" Back Water Valve Pipe Extension Collar White 1 6.60 9OWP 8051-060-100 6" Lid White 1 13.26 94WP 1530602 6" Cap White 1 20.52 94WP 880-271 6" Cap O'Ring Black 1 5.08 90WP 14 1530603 6" Flapper White 1 10,61 94WP 880-259 6" Flapper O'Ring Black 1 3.16 9OWP 880-202 Bumper (fits all sizes of valves) Black 1 0.72 9OWP 1530405 4" BWV Sewer Adapt Flange White 1 7.17 94WP 1530605 6" BWV Sewer Adapt Flange White 1 8.31 94WP Gravity Backwater Valve The NDS gravity flow Backwater Valve is designed to protect low areas or basements from the backflow of waste from street sewers. It is available in 3", 4", and 6" sizes in ABS and PVC material. It is a cost effective and a chemically resistant alternative to cast iron valves. Backwater Valve The quick action flapper allows unrestricted uni-directional flow. Elastomeric gasket in the flapper ensures a watertight seal. Flapper can be easily removed and replaced if required. Threaded access cap is designed for hand tightening. Access cap neoprene gasket provides a positive seal. Valve hub outlets fit 2", 3", 4", or 6" DWV pipe and may be adapted to 2", 3", 4", or 6" sewer and drain pipe with NDS DWV to Sewer & Drain Adapters. Lightweight, easy to install. Horizontal installation required, with arrows on top of the valve hub pointing in the direction of the flow of water. Access riser with cover offers a simple, economical assess to the valve for inspection and maintenance. The riser may be cut to the desired length. A �_ s C Item Number A B e Riser Height Riser Dia. 275, 275P 2.18 5.03 3.53 16 4 275R, 275PR 2.18 5,03 3.53 16 4 375, 375P 3.51 7.56 6.10 16 6 375R, 375PR 3.51 7.56 6.10 16 6 475, 475P 4.47 11.18 7.18 16 8 475R, 475PR 4.47 11.18 7.18 16 8 675, 675P 5.50 15.25 9.90 16 10 675R, 675PR 1 5.50 1 15.25 1 9.90 1 16 1 10 r_ pg gApprovals applicable to valve only. Note: All dimensions are nominal. All weights are for shipping purposes only. 2 N ®S t 7- 0-72 -1998 or call 1-800-726-1994. For customer service, please send your fax o. 80 6 Jqraw 43 ;? 4/2 AFTER FIELD INSTALLATION, MAIN DDCVA AND BY-PASS DCVA MUST BE TESTED DETECTOR DOUBLE CHECK VALVE ASSEMBLY SATISFACTORILY BY A DEPARTMENT MI HEALTH CERTIFIED BACKFLOW ASSEMBLY BACKWATER VALVE ACCESS DETAIL TESTER. TEST REPORT MUST BE SUBMITTED TO CITY OF RENTON WATER UTILITY �,��� �• ENGINEERING DEPARTMENT PRIOR TO ACTIVATION OF NEW LINE. CTTY OF RomN INSTALL BRASS PLUGS AT ALL TEST COCKS. �, I4 By: ,,fj�,� STANDARD PlANB �N O LST DATB: 04/04 By: DATE REVISION �Y_ pR DWG. NAME: BRX9 SP PAGE: B117 By: Date 1:3:5 MIX - CONCRETE BLOCKING 24"X 6" FRAME AND LIP PER DRAWING BR29. 4" MIN. T 12" MAX. m 24 12' o w L J m a a 4" 19w 54" , a a ilea a aq MORTAR FILLET 6 NOTES: O 1. STEPS TO BE 3/4" 0 DEFORMED BAR GALVANIZED SAFETY STEPS OR EQUAL. 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED. 3. CASTING TO BE PER DRAWING BR29. 4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST X CONCRETE. 5. OPENING SHOULD BE ON DOWNSTREAM SIDE. 6. ALL JOINTS SHALL BE GROUTED. v 7. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR a0 SURFACES, INCLUDING CHANNELING, COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING; WASSER MC-CONSEAL OR APPROVED EQUAL; z COLOR OF COATING SHALL BE WHITE. 8. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTM C-443. 9. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE DIAMETER OF THE LARGEST PIPE. 10. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR-N-SEAL BOOTS OR APPROVED EQUAL. SANITARY SHALLOW MANHOLE TYPE B O Y p ADOPTED CITY" OF RENTON STANDARD PLANS 10/1]/96 EDITED NOTES DCV AG NTO �T DATE: 12/96 3/8/95 EDITED NOTES DCV AG DATE REVISION 6Y APPRT DWG. NAME: BR37 SP PAGE: B072 MANHOLE FRAME AND COVER SEE DRAWING BR29 NOTES: ADJUSTMENT (4" MIN.) 1. STEPS TO BE 3/4" 4 DEFORMED BAR GALVANIZED SAFETY STEPS OR EQUAL, CONE 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED. RUBBER GASKETED JOINTS 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 6. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR STEPS SHALL BE INCLUDED SURFACES, INCLUDING CHANNELING, COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING; CONCRETE RISER BY PIPE INC., WASSER MC-CONSEAL OR APPROVED EQUAL; OR APPROVED EQUAL. COLOR OF COATING SHALL BE WHITE, 7. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTM C-443. S. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE DIAMETER OF THE LARGEST PIPE. MAX. PIPE SIZE - 21" I.D. 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 t�Y O ADOPTED NOT TO SCALE •� CITY OF RENTON ♦ !•(/ STANDARD PLANS 10/171:9 EDITED TEXT DCv AG NT LST DATE: 12/96 J/8(96 ADDED NOTE, EDIT TEXT DCv AG DATE REVISION BY APPR'D DWG. NAME: BR28 SP PAGE: 8071 1-1/2" AND 2" WATER SERVICE DETAIL z l I z J J r IN UNIMPROVED RIGHT-OF-WAY > CAUTION: VALVE BOX SHOULD NOT REST ON PIPE. 10 11 12 INSTALL METER BOX AT LATER COMPACTION IN AREA OF VALVE BOX COULD a a ! PROPERTY LINE. w CAUSE THE BREAKAGE OF THE SERVICE. O � a ' 10" MIN. . 14" MAX. g > 3 9 36" MIN. 00 4 LEAVE EXPOSED COVER n 7 12" MIN 'BY PASS NOT NEEDED " FOR IRRIGATION METERS a t 2 3 6 7 7 13 5 CRUSHED ROCK BASE e TO SUPPORT VAULT. adAL LIST FOR 2' SERVICE METER LQCATED IN PIANJINQ STRIP TWEEN CURB &SID WALK MATERIAL LIST FOR 1-1/2" SERYI E- METER I OCAT D IN P TIN TRIP B TWEEN UB 2" BRASS NIPPLE 1. 2' tapped tee AND 10 K 1. 2' tapped tee. (MIPT x MIPT) 2. 6" long X 2" brass nipple with threaded ends (MIPT) 2. 6" long X 2" brass nipple with threaded ends (MIPT). 3. 2" double d" c gate valve (lull opening for tapping) with threaded ads, CASTIRON 3 2" dating ON OR gate valve (full opening for topping) with threaded ends, so, ` CONCRETE BLOCKS square operating nut, and valve nut extension if required (dwq BR46/Page 8090). operating nut, and valve nut extension f required (dwg BR46/page B090) DUCTILE IRON tit, 4. Twopiece tacast iron wive box Standard e" too section with regular bole section, I' tit, wg" type cFIP WATERMAIN. a, length box. Standard 8' top section with regalar bole season. FOR SERVICE FROM EXISTING piece cast ran type length to rt, wq" type cover_ b, s 5. 2' brass bushing (MIPT x FIPT) 2 WATERMAINS INSTALL 2" FORD 5 2" X 1 1/2" hex brass bushing (MIPT x FIPT). F202 STYLE SADDEL ass each 2" brass or bronze nipples 6' length, threaded ends. 2 each 2'-90' brows (PT) 2 each i-i/2: brass or bronze nipples 6" length, threaded ends, or bronze elbows (FIPT x FIPT). 2 each 1-1/2"-90' brass or bronze elbows (FIPT x FIPT). 6. 2' (MIPT) x compression 6ttin Ford C84-66 or equal. 7. q 6. 1-1 2" MIPT x coin _ ALTERNATE CONNECTION DETAIL or equal. liK', soft 2' soft copper tubinq type K�, length to lit. 8. 2" pack-Jo'.nl 9o' ell, for Ford L44-77 or equal. T 7-1/2° copper tubingi typeit length to fiL FOR EXISTING MAINS 8. 1-1/2" pock -joint 90' ell, for Ford L44-77 or equal. 9. 2" Customsetter to with by-pass Ford x 17-3/ilv or equal, with flanged angle valve and wings inlet, 9. 1-1/2" Customsetter with by-po Ford x 13-3/16' baud, with flanged on et, and angle and angle check valve outlet, ball valve on padlock wik bypass with padlock wings. Customsetter shall have vertical inlet and outlet, i and angle valve and padlock wings on inlet, anal angle check valve outlet, boll valve on angle check Nstit t, bypass with padlock wings. Customsetter have 0. Rigid meter spreader to be supplied and instilled in meter setter by contractor. shall vertical inlet and outlet. t-t 2„ / & 2" WATER SERVICE DETAIL 70. Rigid meter to be 11, Water meter shall be supplied and instilled by City of Renton upon poyment of all related water meter fee and satisfactoryrelo spreader supplied and instilled in meter setter by contractor. It. Water meter shall be supplied and installed b ci! ar Renton LOCATED IN PLANTING STRIP y y upon payment of ill pressure and purity tests. teal water meter fee and satisfactory y pressure and purity tests. BETWEEN CURB 12. 17"x28" concrete meter boz with 3/8" steel diamond -plate cover equal to Fog Tits Meter Seal Co. No. 2T. Meter box shall be double stocked. & SIDEWALK 12, 17"x28" concrete meter box with 3/8" steel diamond-plole cover equal to Fog Tile Meter Seal Co. No, 2T. Meter box shall be double stacked. ADOPTED 13. 2" coupling (compression x FIPT) with 2" plug (MIPT), Ford C-14-66 or equal. The property owner is l�Y 13. 1-1/2" couplingU "{` CITY OF RENTON ropert (compression x FIPT) with 1-I/2 plug (MIPT), Ford 14-6fi responsible for any necessary adaptation or extension of water service. or equal. The property o is re o .ale for necessar ado + y v adaptation t or extension of voter - STANDARD PLANS ��NT�� --- --- -- LST DATE: 70/75/96 10/16/96 A44 valve nut e t 0CV G J/e/95 uvtra Usts Dc _.y R P'D DWG. LAMF 3R42 SP PAGE: B107,1 6" BUILDING R PIPE TEE WITH 6" SIDE OUTLET 6" SIDE SEWER AND BUILDING SEWER 60" ALLOWABLE MAX. FOR CAST IRON PIPE OR DUCTILE IRON PIPE. - 6" SIDE OUTLET TEE 6" MIN. SEWER MAIN CONCRETE BLOCKING ANGLE OF TEE AT MAIN OVER 25 ELEVATION NOTE: UNLESS OTHERWISE SHOWN ON UqAN, LINE OR 3-5' LOWER THAN THEILaWE`. C7>r Z In �0 672 /ONA L E�1G EXPIRES 9/2 05 V/ J W ~ W W p U Q UW Q 00 5W 17 12- Z LL 0 ill - Z UW CD 0 W 3:: F D 0 � w � Z W 0 0 _J U O 0 00 J J LL J '^ VJ ''41^ T W O) N Z W r t QZ 00 CL>WCV) W Q J Z � O Q N tEW a0 U_W O O � W � v Z:) Z 9 Z W V) V) V LLJ X Q n Z Z LLJ N W g Q C:) N 00 z Z � Or) (000 I Z Zw Q Ln Ln (' Z � I'� In � I In W 00 LLJ 5; Y 0 V)) �N DA, . Sa' gr UNLESS OTHERWISE APPROVED BY THE CITY, MAKE TAP THROUGH CAST Z rAP� ORS IRON SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEEL BANDS W GON 2 MIN- SLOPE WHEN CONNECTING NEW SIDE SEWERS TO EXISTING MAIN. 0 HORIZONTAL VITRIFIED CLAY, PLAIN AND REINFORCED CONCRETE, D1 PIPE AND C1 �? PIPE SEWER MAINS ARE TO BE CORE DRILLED 7 � R MAIN STANDARD SIDE SEWER INSTALLATION b� N5J TYPICAL SIDE SEWER ELEVATION (SEWER MAIN TO PROPERTY LINE) GO ADOPTED rTTY OF RCITY OF RENTON 'ALL HAVE A MINIMUM 5' COVER AT PROPERTY � � + atnnaard plapl- in ITin"! WHICHEVEP IS LOWER. tar DATE: 12/15/91 C>EPAFtTMENT OF PUBLIC WORKS 6 r W. TE PEA! BW DKB 11/09/04 5 REVISED PER CITY REVIEW COMMENTS PRA DKB 10/27/04 4 REVISED PER Cl-4E1' 'FNTS KIB DKB 9/2 3 REVISED PL: § I J LK AS 8/0- DE - - DATE 8/ 1 /04 FILE NO. - 2 REVISED P"_r- ��fTS r? ; AS 2/1- DP 1 -D FI1 _-INE TC _GILDING 's 1/1 f4 CH SCAT F 1"=40' FIELD BOOK PAGE NO. REVISION BY APPR. DATE APPRO ice+ SHEETaO OF IV SC'A NED OCT 2 8 2005 PROPERTY LINE 3,_0. FUTURE -- BUILDING SEWER w z 2"x 4" STUD SERVICE MARKER PAINT UPPER CL J PORTION WHITE ANS STENCIL ON SIDE a WORDING SEWER" WITH 3" HIGH BLACK LETTERS. AND #6 WIRE WRAPPED AROUND THE STUD AND EXTEiJDED TO THE TOP OF THE STUD. O Z M O /W V m 0 C41 r 0 O �fJ o CFI tT1 z tTJ 1--I