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HomeMy WebLinkAboutW-390802OO cV O O 00 00 C__) (=) cr) M m ro LU rn 3 0 z w Ib 0 M 3 0 z z Ld z z CD z W N N o_ 0 00 0 M 0 i r z z J TESTING DETAIL O NEW D.I. WATER LINE TAPPING TEE (MJxFL) VERTICAL CROSS(MJxFL) FOR POLYPIGGING TAPPING GATE VALVE (FL XMJ) 1-BUND FLANGE ON TOP WITH 2" TAP AND 2" PLUG TEMPORARY PLUG (MJ) WITH 2-INCH TAP 1-BUND FLANGE ON BOTTOM AND 2-INCH BLOW -OFF ASSEMBLY 1-PLUG(MJ) WITH 2"TAP & 2" BLOW -OFF CONCRETE BLOCKING TEMPORARY BLOCK FINAL CONNECTION DETAIL F�_]I@FNEW D.I. WATER LINE (AFTER ALL CLEANING BY POLYPIG, PRESSURE TESTING AND DISINFECTION, REMOVE TEMPORAY BLOCK & BLOW -OFF AND CONNECT TO VALVE WITH D.I. SLEEVE (MJ) & D.I. SPOOLS FINAL CONNECTION BY CITY FORCES NOTES: 1. TAPPING TEES SHALL BE MADE OF CAST IRON, DUCTILE IRON OR EPDXY -COATED STEEL. BOLTS AND NUTS SHAL BE COR-TEN. ALL TEES AND VALVES SHALL BE WATER TESTED BEFORE TAP 2. NO SIZE ON SIZE TAPS ON CAST-IRON WATER LINES. TAP SHALL BE AT LEAST 2" SMALLER DIAMETER THAN THE EXISTING MAIN. 3. NO WET TAP ON ASBESTOS CEMENT LINE OR STEEL LINE 4. WET -TAPPING OF EXISTING CITY OF RENTON WATER MAINS WILL BE DONE BY SPEER TAP OR SUPERIOR TAPPING INC. 5. CONTRACTOR SHALL POTHOLE AND VERIFY THE HORIZONTAL AND VERTICAL ALIGNMENT OF EXISTING LINE OR STUB AND SHALL START LAYING THE NEW LINE AT THE SAME HORIZONTAL AND VERTICAL ALIGNMENT OF THE EXISTING STUB. 6. CITY FORCES WILL PERFORM THE FINAL CONNECTION FROM THE WATER LINE TO THE TAPPING VALVE WITH D.I. SLEEVE AND D.I. SPOOL. l�Y o STD. PLAN - 300.1 �► PUBLIC WORKS CONNECTION TO WATER MAIN WITH �NTo� DEPARTMENT TAPPING TEE & VALVE i `'., RC H 2O10 n 0 n v �� 11-1/4" BEND �1 CAP \ % S' All / 22-1/2" BEND TEE 45" BEND 90' BEND THRUST BLOCK BEARING AREA IN SQUARE FEET (SEE NOTES) FOR HORIZONTAL AND DOWNWARD VERTICAL BENDS SOIL FIRM SILT FIRM SILTY SAND COMPACT SAND COMPACT SAND & GRAVEL 90' 45' BEND 11 1/4' 90' 45' BEND 11 1/4' 90' 45' BEND 11 1/4' FITTING BEND TEE CAP OR PLUG & 22 1/2' BEND TEE CAP OR PLUG & 22 1/2' BEND TEE CAP OR PLUG & 22 1/2' BEND BEND BEND 4" 7.0 4.2 4.2 1.7 2.9 2.1 2.1 1.0 2.2 1.6 1.6 1.0 6" 13.3 9A 9.4 3.8 6.7 4.7 4.7 1.9 5.0 3.5 3.5 1.4 8" 23.3 16.7 16.7 6.7 11.7 8.4 8.4 3.4 8.8 6.3 6.3 2.5 12" 53.0 37.5 37.5 15.0 126.5 18.8 18.8 7.5 20.0 14.0 14.0 5.6 AREAS CALCULATED ON 300 PSI TEST PRESSURE. S-O" MIN. COVER FOR WATERMAIN LESS THAN 12". 4'-0" MIN. COVER FOR WATERMAIN 12" OR GREATER. MAX. HEIGHT OF THRUST BLOCK (FT) = 0.5 x DEPTH OF TRENCH MIN. HEIGHT OF THRUST BLOCK (FT) = O.D. PIPE + 1.0' iRUST BLOCK BE 2EA REFERS TO \CE OF BLOCK M IN SQUARE FEET 1. LOCATION AND SIZE OF BLOCKING FOR PIPE LARGER THAN 12"DIAMETER AND FOR SOIL TYPES DIFFERENT THAN SHOWN SHALL BE DETERMINED BY THE ENGINEER. 2. ALL BLOCKING SHALL BE POURED IN PLACE AGAINST UNDISTURBED NATIVE GROUND. 3. ALL POURED THRUST BLOCKS SHALL BE BACKFILLED AFTER MIN. 1 DAY. PRESSURE TESTING SHALL OCCUR AFTER CONCRETE HAS REACHED NOMINAL COMPRESSIVE STRENGTH. 4. ALL BLOCKING SHALL BE CONCRETE CL 5 (1-1/2'). 5. BLOCKING AGAINST FITTINGS SHALL BEAR AGAINST THE GREATEST FITTING SURFACE AREA POSSIBLE, BUT SHALL NOT COVER OR ENCLOSE BELL ENDS, JOINT BOLTS OR GLANDS REASONABLE ACCESS TO BOLTS AND GLANDS SHALL BE PROVIDED. CONCRETE BLOCKING FOR STD. PLAN - 330.2 e PUBLIC WORKS DEPARTMENT HORIZONTAL AND DOWNWARD VERTICAL BENDS MARCH 0LO CONCRETE THRUST BLOCK 16" x 8" x 4" MININUM CONCRETE BEARING BLOCK UNDER HYDRANT 1 06 CUT FIRE HYDRANT SHALL BE COREY-TYPE EQUAL TO IOWA F-5110 OR COMPRESSION TYPE SUCH AS CLOW MEDALLION: M & H 929, MUELLER SUPER CENTURION 200, AND WATEROUS PACER WITH 6" MECHANICAL JOINT INLET WITH LUGS. 5-1/4" MAIN VALVE OPENING. TWO 2-1/2" HOSE CONNECTIONS NATIONAL STANDARD THREADS. 4" PUMPER CONNECTION CITY OF SEATTLE THREADS WITH A STORZ ADAPTOR, 4.875" SEATTLE THREAD X 5" STORZ, ATTACHED WITH 1 /8" STAINLESS STEEL CABLE. 1-1/4" PENTAGON OPERATING NUT. FIRE HYDRANT TO BE PAINTED WITH TWO COATS OF PAINT. KELLY- MOOR E/PRESERVATIVE PAINT No. 5780-563 DTM ACRYLIC GLOSS, SAFETY YELLOW OR APPROVED EQUAL. PUMPER CONNECTION TO FACE ROADWAY OR AS DIRECTED BY RENTON FIRE DEPARTMENT. FIRE HYDRANT EXTENSION TO BE USED IF REQUIRED. MIN. 18" TO 20" BEHIND BACK OF CURB OR 12" BEHIND BACK OF 3' SIDEWALK THAT IS ADJACENT TO CURB 4.875" x 5" STORZ TWO-PIECE CAST IRON VALVE BOX WITH LUG 5'x5x6" THICK CONCRETE PAD AROUND HYDRANT. FINISH TO MATCH SIDEWALK. EXPANSION JOINT AT BACK OF SIDEWALK 2"� CONCRETE SIDEWALK �OR PLANTING STRIP /T,/ 36" MIN COVER 0rcr. MAIN LINE TEE. WITH 6" FLANGE SIDE OUTLET. 6" GATE VALVE (FL X MJ) AWWA C-509, RESILIENT SEAT 6" DUCTILE IRON PIPE, CLASS 52 CEMENT LINED, LENGTH TO FIT 2-3/4" COR-TEN STEEL TIE RODS. 1/2 YARD OF 1-1/4" WASHED DRAIN ROCK 1' ABOVE BOOT FLANGE. PLACE 8 MIL POLYETHYLENE FILM AROUND TOP AND SIDES OF GRAVEL. TIRE HYDRANT ASSEMBLY LEVEL ALL GROUND MIN 3' RADIUS 6" CONCRETE PAD TYPE COVER. EQUAL TO OLYMPIC FOUNDRY CO. STANDARD 8" TOP SECTION WITH REGULAR BASE SECTION LENGTH TO FIT. VALVE NUT EXTENSION AS REQUIRED. RAISED PAVEMENT MARKER TYPE 88-A STIMSONITE TWO-WAY BLUE REFLECTIVE CONCRETE BLOCKING ONE MAN ROCK- 1 6 LEVEL ALL GROUND MIN 3' RADIUS 6" CONCRETE PAD FILL HYDRANT LOCATION IN CUT OR FILL z Y STD. PLAN - 310.1 + + PUBLIC WORKS FIRE HYDRANT ASSEMBLY DEPARTMENT � ,Tp MARCH 2O10 LANDING GRADE BREAK - SEE CO NTRACT PLANS - 4' - Cr MIN CEMENT CONCRETE SIDEWALK -- SEE NOTE 5 FLARE (TYP.) 318" EXPANSION JOINT (TYP.) -SEE STANDARD PLAN F-30.10 / GRADE BREAK Z / CURB, OR CURS AND GUTTER - SEE NOTE 4 - FACE OF CURB MEASURED PARALLEL TO CURB (TYP.) 13"x24" PLASTIC METER BOX EQUAL TO MID -STATES PLASTIC, INC. BCF SERIES MSBCF 1324-18 WITH 1.75" THICK DUCTILE CITY PRIVATE IRON DIAMOND PLATE COVER EQUAL TO MID -STATES PLASTICS, INC. MSCBC-1324-R WITH READER UD AND 2" DRILLED HOLE PIPING PIPING FOR TOUCHREAD PIT LID (SEE DETAIL A -A) z I IN UNIMPROVED RIGHT OF WAY INSTALL METER BOX AT PROPERTY LINE WITH 12" >-' w LONG COPPER TAILPIECE. w 9" MIN 0I SIDEWALK 0 12" MAX FINISH GRADE <; z ¢ W TOUCHREAD WATER > METER TO BE 0 o SUPPLIED BY THE 12 z a 35" MIN COVER N M CITY TYPE "K" SOFT o 0 COPPER TUBING a Iq 0 22-1/2' NEW DUCTILE IRON WATERMAIN IF SERVICE LINE TO HOUSE IS 3/4" OR 1" TO BE INSTALLED IN THE FUTURE GALVANIZED INSTALL FORD C14-33 OR 44 FIPT PLUG x COMPRESSION COUPLING LOOP DOWN TO CENTERLINE OF WATER MAIN TO PROVIDE SLACK IN COPPER COPPERSETTER FOR 5/8"x3/4" METER: FORD SERVICE LINE TO METER. VBH72-15W-44-33G, OR McDONALD BRASS: 21-215WC0033, OR MUELLER: 3/4-B-2470-2 WITH ANGLE BALL VALVE ON INLET AND SINGLE CHECK VALVE ON OUTLET CORPORATION STOP WITH BALL VALVE. FORD COPPERSETTER FOR 1" METER. FORD VBH72-15W-44-44G, OR TAPERED THREAD (CC). QUICK JOINT McDONALD BRASS: 21-415WCQQ44, OR MUELLER: 1-B-2470-2 (3/4" FB1000-3-0) OR AY MCDONALD 4701B BOTH INLET AND OUTLET WITH QUICK JOINT. PADLOCK WINGS ON (1" FB1000-4-Q) OR AY MCDONALD 4701B INLET ANGLE BALL VALVE AND SINGLE CHECK VALVE ON OUTLET. ALL FITTINGS SHALL BE WITH QUICK JOINT. N OTE: ALL METER BOXES INSTALLED WITHIN CONCRETE OR PAVED DRIVEWAYS SHALL BE CAST-IRON EQUAL TO OLYMPIC FOUNDARY. EXPANSION JOINTS MUSH BE INSTALLED ON BOTH SIDES OF METER BOX. ADRILL 2" DIA. HOLE FOR AMR (AUTOMATIC METER READ) TOUCHREAD DEVICE 2-1/2" MIN. FROM NEAREST AND FRONT EDGE OF PIT LID rrr TYPICAL RIB 01[6111119 THE CENTER OF THE HOLE MUST BE AT LEAST 1" FROM UNDERNEATH RIBS UNLESS THE RIB SPACING ALLOWS THE NUT TO TIGHTEN AGAINST THE OPEN SIDE OF MORE THAN ONE RIB. 'S Y n PUBLIC WORKS 3, "AND 1 "WATER SERVICE STD. PLAN - 320.1 DEPARTMENT NOVEMBER 2009 A CURB RAMP V4ADTH 4' - 0" IAIN- LANDING TO MATCH CURB RAMP WIDTH -- SEE CONTRACT PLANS LANDING GRADE BREAK CURB RAMP SEE CONTRACT PLANS - CEMENT CONCRETE 4' - 0" MIN- SIDEWALK - SEE NOTE 5 I PROVIDE SMOOTH TRANSITION TO SIDEWALK VIA DTH (TYP.) SEE CONTRACT PLANS - * 4'- )'MIN. 316" EXPANSIGN JOINT (TYP.) -SEE + CURB RAMP STANDARD PLAN F-30.10 1 1 w GRADE BREAK TRANSITION TO SIDEWALK. BUFFER, IF PRESENT, OR TO BACK OF CURB (TYP.) - E:: SEE CONTRACT PLANS ,i ESE CURB, OR CURB 1 - AND GUTTER - 1 DETECTABLE WARNING SURFACE - SEE NOTE 4 a SEE STANDARD PLAN F-45.10 FACE OF CURB DEPRESSED CURB AND GUTTER - SEE NOTE 4 CROSSWALK L 1 CONTRACTION JOINT (TYP.) - SEE STANDARD PLAN F-30.10 FOR CURB RAMP LENGTHS GREATER THAN & - V PROVIDE WATER MAIN 2" CLOSE NIPPLE 2" 90' ELBOW) CONCRETE BLOCKING IF ADDITIONAL ADJUSTMENT IS REQUIRED, INSTALL 2-2" CLOSE NIPPLE AND 2-2" 90' BEND, SCREWED AT THIS POINT. FIELD LOCATE PLASTIC METER BOX IN f PLANTER OR CAST IRON BOX IN PAVED r OR CONCRETE AREAS. 2" CLOSE NIPPLE 2" 90' ELBOW 2" GALVANIZED PIPE AS REQUIRED PLAN VALVE NUT EXTENSION AS REQUIRED TWO PIECE CAST IRON VALVE (SEE DWG BR46 / PAGE B090) EQUAL TO OLYMPIC FOUNDRY CO. GROUND LINE CONCRETE SIDEWALK STANDARD 8" TOP SECTION, 6" MAX. WITH REGULAR BASE SECTION LENGTH TO FIT. „ 2 RESILIENT SEATED 2 1/2" NST (HOSE) GATE VALVE, SCREWED AND 2 1/2" FNST 2" GALVANIZED CAP WITH GASKET PIPE 12" LONG 2" CLOSE NIPPLE 2"x2"x2" TEE AND 2" CAP BETWEEN CAP OR PLUG 2" CLOSE NIPPLE BEWTEEN TEE AND 2" 90' ELBOW _ AND 90' ELBOW. o'oa. °0-a.0,00 ao°opao00 °oI.o. INSTALL 4 MIL POLYETHYLENE 18" MAX. °e o'0 op0 =Q o m0 2" 90' ELBOW PLASTIC COVER OVER WASHED o°noo°oo� Dorn o° °oo°, 000'000: GRAVEL. CUT HOLE FOR PIPE 10 CU. FT. WASHED GRAVEL PASSING 1-1/2" AND RETAINED ON 1/4" MESH FOR DRAIN ELEVATION SY O � STD. PLAN - 340.1 PUBLIC WORKS 2" BLOW -OFF DEPARTMENT PERMANENT ASSEMBLY � MARCH 2010 A NOTES CURB RAMP VNDTH V 0" MIN. 1, At marked crosswalks, the connection between the curb ramp and the road - LANDING E MATCH CURB RAMP I � WYIDTH -SEE CONTRACT PLANS way must be contained within the width of the crosswalk markings- Y 9 5 2. Where "GRADE BREAK" is called out, the entire length of the grade break 2. GRADE BREAK between the two adjacent surface planes shall be flush- 3. Do not place Gratings, Junction Boxes, Access Covers, or other appurten- ances on any part of the Curb Ramp or Landing, or in front of the Curb Ramp where it connects to the roadway. I MIN. SEE CONTRACT 4. See Contract Plans for the curb design specified. See Standard Plan PLANS - 4'- O"MIN. * F-10.12 for Curb, Curb and Gutter, Depressed Curb and Gutter, and IV BUFFER 4NDTH - MATCH Pedestrian Curb details. I 'r+ TO CURB RAMP DEPTH (TYP1 5. See Standard Plan F-30.70 for Cement Concrete Sidewalk Details. See D L V, Contract Plans for width and placement of sidewalk. 6. The Bid Item "Cement Concrete Curb Ramp Type _" does not include the adjacent Curb, Curb and Gutter, Depressed Curb and Gutter, Pedestrian l4 Curb, or Sidewalks, 7. The Curb Ramp length is not required to exceed 15 feet (unless shown CEMENT CONCRETE otherwise in the Contract Plans). When applying the 15-foot max. length, PEDESTRIAN culRe- SEE NOTE 4 the running slope of the Curb Ramp is allowed to exceed 8.3%. Use a D single constant slope from bottom of ramp to top of ramp to match into DETECTABLE WARNING SUPFACE - the landing over a horizontal distance of 15 feet. Do not include the SEE STANDARD PLAN F-46-10 abutting landing 1n the 15-foot max. measurement. DEPRESSED CURB AND GUTTER 8. Curb Ramps and Landings shall receive a broom finish. See Standard CROSSWALK Specifications 8.14. L9, Pedestrian Curb may be omitted if the ground surface at the back of the Curb Ramp andfor Landing will be at the same elevation as the Curb Ramp or Landing and there will not be material to retain. PLAN VIEW CONTRACTION JOINT EQUALLY SPACED W - 0" MN. OC PLAN VIEW TYPE PERPENDICULAR A TYPE PERPENDICULAR B DETECTABLE WARNING SURFACE - (SHOWN WITH BUFFER) SEE STANDARD PLAN F-49.10 4' • 0" MIN 15' - 0" MAX. {TYP.) GRADE BREAK SLOPE TREATMENT - SEE CONTRACT PLANS SEE NOTE T COUNTER SLOPE SEE STANDARD PLAN F-34.10 * GRADE BREAK 5.0% MAX TOP OF ROADNAY LANDING CURB R"P DEPRESSED CURB AND GUTTER - SECTION SEE STANDARD PLAN FA0.12 { A CEMENT CONCRETE CURB RAMP "TYPE ['FMFN- C'CINCRFTI CURB RAMP'TVPE CEMENT GONGKETE PERPENDICULAR "A" PAY LIMIT - SEE NOTE 6 PERPENDICULAR "B" PAY LIMIT PEDESTRIAN CURB - 5EE NOTE 4 DETECTABLE WARNING SURFACE - $EE STANDARD PLAN F-65.10 3" R. TYP DEPRESSED CURB AND GUTTER - SEE NOTE 4 CEMENT CONCRETE CURB AND GUTTER- SEE NOTE 4 CURB RADIUS DETAIL S NMES of WAsr,�I `Q 6 AS -BUILT DRAWINGS Encompass 'T Nr 'c� 5 REVISED DITCH STORM DRAIN 00 z tit 4 TAPER FRONTAGE CURB MOVE SS ENGINEERING & SURVEYING z / 3 REVISED PER CITY REVIEW Western Washington Division f 2 REVISED PER CITY REVIEW 0 165 NE juniper Street, Suite 201 ■ IssaQuah, WA 98027 ■Phone: (425) 392-0250 ■Fax: (425) 39 I -3055 38285 Eastern Washington Division, Isf� 1 REVISED PER CITY REVIEW /ADD VAULT 407 Swiftwater Blvd. ■ Cle Elum, WA 98922 ■ Phone: (509) 674-7433 ■ Fax: (509) 674-7419 sIONAL N 0. REVISION ISOMETRIC VIEW TYPE PERPENDICULAR A PAY LIMIT JEF 09/04/18 TJR BCS 11/27/11 TJR SURVEYED: ---- BCS 11/17/17 TJR DESIGNED: TJR BCS 4/20/17 NEM BCS 3/20/17 TJR DRAWN: BCS BCS 2/16/17 TJR CHECKED: TJR BY DATE APPR APPROVED: TJR SCALE: 1 "=20' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY LEGEND SLOPE IN EITHER DIRECTION * 1 5 OR FLATTER RECOMMENDED FOR DESIGNIFQRMWORK (2% MAX.) * 7.5% OR FLATTER RECOMMENDED FOR DESIGNIFORMwORK (8.3%MAX.) * * 9 5% OR FLATTER RECOMMENDED FOR DESIGNIFORMWORK (10% MAX-) ISOMETRIC VIEW TYPE PERPENDICULAR. B PAY LIMIT VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M 100� �28680 * g 4ISTBa ss104VA 1, q or PERPENDICULAR CURB RAMP IN COMPLIANCE WITH CITY OF RENTON STANDARDS BY: Date: STANDARD PLAN F-40.15-03 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION BY: Date: Jun -lllfi_:%V'll AIIIIIIIIIIi STATE DESIGN 2KC4NEER 79 VV-hingl on Stalelnrm D■porof Transpwofion BY: Date. BY: Date: DATE: �% CITY 0F CARPENTER SHORT PLAT 10/27/17 RENTON LUA14-001200 U16-004636 PAGEBOOK:N/A DRAWING NO: Planning/Building/Public Works Dept. DETAILS 13708 SHEET: OF: 9 15 R 3 9 0 8 0 8 W 3 9 0 8 0 2