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HomeMy WebLinkAboutWTR2702941.1FLUSH WITH FINISH GRADE METER BOX NO. 2T0(17" D 8")), WITH 3/8"SE ST ELLNCRETE CO ER PLATE NORTHWEST 1/4, SECTION 8, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. I a a (TYPICAL) METER BOX SHALL BE DOUBLE STACKED. FOR 2-1/2 TO 3 DCVA, USE UTILITY VAULT CO. MODEL NICE NSTALLATT0111 NOTE 9 3 25TA OR EQUAL. THE CONTRACTOR SHALL COORDINATE THE 2" I 1 I w a N DOMESTIC AND 2 IRRIGATION SERVICE INSTALLATI WITH THE CITY OF RENTON AND THE OWNER. N I o I L I L < L THE CITY OF RENTON SHALL INSTALL FROM THE AP \ L .. 1 I RECORD DRAWING - -- - .- - -- -- - 111 �� 11�� • ��111= 111-�� " 1� 111-11 �11 12 -16 CLEARANCE �111- \\' ,1���111 111�1,--\11=\\��111 _11_1= 1�111� TO THE METER. THE CONTRACTOR SHALL INSTALL FROM METER TO THE BUILDING. I < I. L I 1 THIS RECORD DRAWING CORRECTLY REPESENTS AN A s R O� W W 11 UNION TYPICAL 11- 11� \\ice_ _%\��11 I �� �� A }._ \�\ L I < L L I AS -BUILT SURVEY OF THE UTILITIES SHOWN HEREON. 0� 0 ' .1 • . .11_1= �\���' _ ' 1 !�\\\�1" DDCVA NSTAI1ATION NOTE INSTALLATION OF THE 4 DDCVA SHALL BE BY A CITY APPROVED 0 J \ \ � L � 1'-- � � d M• 30" MIN. .1 6 CLEARANCE 30" MIN. _ 1� UTILITY CONTRACTOR. THE APPROVED CONTRACT THE INSTALLATION WITH THE CITY OF RENTON. R SHA L COORDINATE w HE AP ROVED ' O / / - J I / - I < I I� e 220ie xv� �P�Iggd9 j0 5 Q 11� . -\\\�1- 1 �\�� CONTRACTOR SHALL PERFORM THE WET TAP AND PIPING AND DDCVA AS INDICATED. THE APPROVED INSTAL THE Q CONTRACTOR Z / / I I -I I - TVr�326.76 W=325.50 ,� L I SAL LO'D v\\\l IS RESPONSIBLE FOR ALL TRENCHING, BACKFILL, COMPA TION I O L f EIPIRES 19 MAY 2004 AND RESTORATION ASSOCIATED WITH THE INSTAL TION F THE DDCVA. CONTRACTOR TO COORDINATE THE TAP N THE MAIN w I V TO CITY METER O 1, 1��- TO PRIVATE SYSTEM O � WITH THE CITY OF RENTON. L.L LL- w Q � / / I I I � ORIGINAL DESIGN BY. COUG HLIN _ < � � PORTER AFTER TESTING & APPROVAL, PLUG ALL 1� 7/8 MINUS GRAVEL 12 MINIMUM METER TO BE INSTALLED BY C.O.R. SEE DETAIL 10 WORK B`� THE WORK BY TIE I 1 LU N D E E N TEST COCKS WITH BRASS PLUGS. ca CITY OF/ RENTON CONTRACTORI I I I I AFTER FIELD INSTALLATION, DCVA MUST BE BELOW GROUND INSTALLATION FOR 3/4" TO 3" DOUBLE / I I t 326.98 I L- < 217 PINE STREET - SUITE SEATTLE, WA 98101 300 �j TESTED SATISFACTORILY BY A DEPARTMENT Of HEALTH CERTIFIED BACKFLOW ASSEMBLY CHECK VALVE ASSEMBLIES gY C" OF �q,I I / / 1 MATCH EX GRAD L. � � � I ` SEE L'SCAPE PLANS FOR P:206/343-0460 F: 206/343-569I QF� TESTER. CONTRACTOR TO COOFDNATE I I �" DOUBLE CHE K VALE ASSEMBLY, SEE DETAIL c 6 I --� j I CONTINUATION OF 2" IRRIGATION SVC TEST REPORT MUST BE SUBMITTED TO CITY OF RENTON WATER UTILITY ENGINEERING PRIOR TO ACTIVATION OF NEW LINE. Renton Standard Detail BR42 -NTS i STA 13+86.34 I WET TAP EX 12" WATER MAIN 31 LF 2 TYPE K COPPER / / I I �32 .84 < I Bw=32 .5t I A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION / I I 2' nn,w�,,C,,it��y'',wo�f LJcx& Cheri Valve Asse� I (1) (FL FL) I THING / I I /' j TEE W2"CONC / " (1) 2 DOMESTIC SERVICE I I < u DOMESTIC (1) 2 DOUBLE DISC GATE VALVE I METER TO BE INSTALLED W/ THREADED ENDS, SQUARE OPERATING NUT I BY C.O.R. SEE DETAIL 10 c4.6 31 LF 2" TYPE K COPPER / 125 LF 2" TYPEI K COPPER V OQ WATER SERVK PROFLE SEE MECH'L PLANS FOR STA 13+81.34 I I 1 < < I " CONTINUATION OF 2 DOM Ira CQ C\2 a� n BY CONTRACTOR PROVIDE 90' BEND �- (MJ) - ! POST INDICATOR V�LVE I I<2 \ i �. I I / / WTR SVC FIRE c v kO� U STA 13+76.33 CONTRACTOR SHALL COORDINATE I / wb O Q Q WET TAP EX 4" WATER MAIN „ " ALL STREET CLOSURES FOR PROPOSED I 1 2 LF 4" CLA S 52 DI - SEE MECH L PLANS FOR bb [� Z (1) 12 x4 TAPPING TEE (FLxFL) UTILITY CONNECTIONS W/ THE CITY OF _ < CONTINUATION OF FIRE SVC ►� o W/ CONIC THRUST BLOCK 1 4" GATE VALVE RENTON PRIOR TO CONSTRUCTION. CONTRACTOR SHALL RESTORE ALL D w `1 O (FLxMJ) I I' D I PAVING, CURB GUTTER, AND SIDEWALK 1 I I I L w H ❑, c EXISTING ABANDONED 4 " ACCORDING TO C.O.R. STANDARDS AT N0 COST TO THE OWNER. I MATCI EX GRADq I< oCQ > VALVE BOX WATER MAIN. REMOVE AS R NEW�� SERVICE DINSOTALLA ON ` - - - FIR �J DEPT CONNECTION 4 00 CONTRACTOR 51HALL INSTAL L L • 321.3t 321.0± / 4 DDCVA ASSEMBLY o 12't / -(1)' - (}}�) 4" STAND IPE W/ (2 2-1/2" NOZZLE ROSS CON ECTION/ VLn �w 4' (TYP) - ' ' VFIELD ERIFY) / / / / BACKFLO PROTECTION 10 ASSEMBLES. SEE D AIL /< 30 LF 4" CLASS 52 DI Q c� PROVIDE 90' BEND I TW 27.46 c�a Q103 \3* IE=316.75t j / / ^� / N < If 0 EXISTING 12" MAX DEFLECTION DDCVA VAULT WATER MAIN PER JOINT SEE DETAIL 10 / / / J IE=316.1 t C4.5 cc W o� I / / " UJ W U) Z ° a 8< z NTS 5 I I i/ SCALE: 1 = 5'-0" W Z Q Water Service Profile - Water Services Blow u P J W J Q CC 0 V 1 ,I5"I 24" (S„I` W V W Z #4 BARS ® 6" CENTERS V J w w 2' WATER SERVICE DEfAL Z Z BOTTOM FACE #5 BARS @ 6" CENTERS ' R. BOTTOM FACE 1" MIN. COVER. } �I 1" CLEARANCE #4 REBAR Q J Q = �+ Z 0 ALTERNATE CONNECTION DETAIL 10 11 12 IN UNIMPROVED RIGHT-OF-WAY U INSTALL METER BOX AT " R. 1" MIN. COVER. GRADE RING 3 0 s s FOR EXISTING MAINS � o f PROPERTY LINE. o *ALL Z W 0- Z 3 � �� +. •. e; � °�• • "' 94 STEPS & RUNGS 1 " DIAM. GALV. REBAR OR NOTES: 0 = W 2 2" BRASS NIPPLE (MIPT x MIPT) � � ` r` • .:_. " i I I COPOLYMER PROPYLENE. 12" MIN. 1. PROPRIETARY MANHOLE HANDHOLDS AND STEPS Z C� � 1 a. m Q CAST IRON OR DUCTILE IRON �: 10 MIN. •:�•' �• " °' 14 MAX. 48" 8„ ARE ACCEPTABLE, PROVIDED THAT THEY CONFORM W wATERMAIN. CONCRETE BLOCKS _ _ - - " I 48" 54" & 60" TOP SLAB' M- N TO SEC. R ASTM C478 AASHTO M 199 AND MEET ALL WISHA REQUIREMENTS. 0 w 9 �} Z Z o 0 3 COVER LEAVE EXPOSED z2" Toy SLAB HANDHOLD 2. MANHOLE STEP/HANDHOLD LEGS SHALL BE PARALLEL OR APPROXIMATELY RADIAL AT THE 0 J FOR SERVICE FROM EXISTING WATERMAINS INSTALL 2" FORD 4 12 MIN OPTION OF THE MANUFACTURER, EXCEPT THAT _W J m F202 STYLE SADDEL (IPT) - #6 BARS 7" CENTERS R-3/4" 12" MIN. ALL STEPS IN ANY MANHOLE SHALL BE SIMILAR. Z Z ( J ° ° ° ° :: BY PASS NOT NEEDED FOR IRRIGATION METERS _ _ BOTTOM MIN. _ FACE } COVER. s"I- J `�_ PENETRATION OF OUTER WALL BY A LEG IS PROHIBITED. 3. HANDHOLDS AND STOPS SHALL HAVE "DROP" == _ 0 (1 C� W ° ° ° " #8 GALV. °' RUNGS OR PROTUBERANCES TO PREVENT 4. LADDERS OR STEPS SHALL EXTEND TO WITHIN W �- 1 2 3 6 7 7 13 DEFORMED X MANHOLE STEP 16" OF BOTTOM OF MANHOLE. 5 CRUSHED ROCK BASE REBAR 12" MIN. 12" MIN. I 5. HANGING LADDERS SHALL BE PERMANENTLY MAT MATERIAL LIST FOR 2 SERVICE: METER LOCATED IN PLANTING STRIP BETWEEN CURB &SIDEWALK 8 TO SUPPORT VAULT. #7 GAL Nl-�I FASTENED AT TOP BY HANGING ON STEP OR BY BOLTING OR EMBEDDING IN CONCRETE. 1. 2" tapped tee. " 8. 2 pack -joint 90' ell, for Ford L44-77 or equal. . SMOOTH M�-� _ Z (, M EACH SHALL BE EMBEDDED AT BOTTOM IN BASE. z o � 2. 6" long X 2" brass nipple with threaded ends (MIPT). " 9• 2 Customsetter with " CAUTION: VALVE BOX SHOULD NOT REST ON PIPE. by-pass Ford VFH 77-ang12B x 17-3/16 or equal, with flanged LATER COMPACTION IN AREA OF VALVE BOX COULD " STEEL °' ELEVATION PLAN 6. ADDITIONAL SAFETY FEATURES MAY BE REQUIRED IN VERY DEEP OR UNUSUAL STRUCTURES. j LL 3. 2" double disc ate valve full opening for tapping) with 9 ( P 9 PP g) angle valve and padlock wings on inlet, and angle check valve outlet, ball valve on threaded ends bypass with padlock wings. Customsetter shall have vertical inlet and outlet. CAUSE THE BREAKAGE OF THE SERVICE. I " N 1J 3/4 MANHOLE DROP RUNG STEP SIDEWAYS SLIP. square operating nut, and valve nut extension if required (dwg BR46/Page B090). 10. Rigid meter spreader to be supplied and installed in meter setter by contractor. 96" TOP SLAB � I DRAWN: D.J.H. 4. Two piece cast iron valve box. Standard 8" top section "lug" with regular base section, 11. Water meter shall be supplied and installed by City of Renton upon of all PREFABRICATED LADDER KCRS Standard Detail 2-011 - NTS Manhole Deta�s 12 CHECKED TGOLD length to fit, type cover. payment related water meter fee and satisfactory pressure and purity tests. Pavement, trenching 5. 2" brass bushing (MIPT x FIPT). and street restoration to be supplied by the contractor. JOB 02102A 2 each 2" brass or bronze nipples 6" length, threaded ends. „ „ 2 each 2"-90' brass or bronze elbows (FIPT x FIPT). 12. 17 x28 concrete meter box with 3/8 steel diamond -plate cover equal to Fog Tite Meter Seal Co. No. 2T. Meter box shall be double stacked. FROM PLAN SHEET 6. 2" (MIPT) x compression fitting, Ford C84-66 or equal. "K", 13. 2" coupling (compression x FIPT with 2" plugMIPT Ford C-14-66 or equal. City of Renton Standard Detail BR42 - NTS P�9( P ) ( ), q Y The property owner is responsible for any necessary adaptation or extension of 10 C 4,6 oz 7. 2" soft copper tubing type length to fit. 2' WATER SERVICE DETAIL water service. P.\02102.1\incoming\CIVILS\02102asb-WA3.DWG 06/19/2003 wrR -27 - RV Ot I SC;ANNE© NOV - 7 200