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Home My WebLink AboutWWP2703626.63" WELDED SS GOOSENECK 3" SS PIPE �- FLANGE GROUND _ 3'-0" ELEVATION 24" MIN.l� '\ 2' x 2' x 0.5' THICK CONCRETE PAD W/ WIRE MESH r REINFORCEMENT TRANSITION TO PVC BELOW GRADE I., MELDED >S BEND 3" SS PIPE WET WELL PASSIVE VENT DETAILS 605 Mi NOT TO SCALE �.�;ot - 1/2:1 MIN. THRUST BLOCKING 1:1 MAX. i SHEET PLASTIC BARRIER ON ALL BLOCKING �- UNDISTURBED SOIL PIPE 90" BEND 450 BEND H = Dmin H<=L<=2H BEARING AREA = H X L 1 1121 H { i --i-I Dmin --- FIGURE I CONSTRAINTS 1. SOIL CONDITIONS AND BEARING CHARACTERISTICS ARE TO BE DETERMINED BY THE CITY. 2. THIS STANDARD DETAIL IS FOR HORIZONTAL THRUST RESTRAINT ONLY. 3. CONCRETE BLOCKING SHALL BE PER APWA SPECIFICATION 7-11.3(13)1984. 4. CONCRETE THRUST BLOCKING FOR FITTINGS LARGER THAN 16" SHALL BE AS SHOWN ON THE PROJECT PLANS. 5. MAINTAIN 18" MINIMUM GROUND COVER OVER THE TOP OF ALL CONCRETE BLOCKING. 6. WRAP FITTINGS WITH 8 mil THICK POLYETHYLENE SHEETING PRIOR TO POURING CONCRETE. PROCEDURE 1. DETERMINE BEARING FACTOR IN TABLE 1 CORRESPONDING TO APPROPRIATE PIPE SIZE AND TYPE OF FITTING. 2. MULTIPLY THE BEARING FACTOR DETERMINED IN TABLE 1 BY THE MULTIPLICATION FACTOR IN TABLE 2 FOR THE APPROPRIATE SOIL CLASSIFICATION. THE RESULT IS THE REQUIRED AREA OF CONCRETE (IN SO. FT.) WHICH MUST BEAR AGAINST UNDISTURBED SOIL. 3. USING TABLE 3 LOCATE THE MINIMUM DEPTH OF CONCRETE (Dmin) CORRESPONDING TO THE REQUIRED BEARING AREA. 4. USING Dmin, THE HEIGHT -AND LENGTH OF THE THRUST BLOCKING CAN BE DETERMI FROM THE DIMENSION RELATIONSHIPS ILLUSTRATED IN FIGURE 1 AND DESCRIBED BELOW: A. "H" EQUALS "D" B. MAX. "L" EQUALS 2 X "H" C. MIN. "L" EQUALS "H" 11 1/4" BEND TEE CROSS W/ SMALLER SIZE OUTLET DUMP STRAP 1" REBAR FOR BAG REMOVAL FROM INLET, TYPICAL BOTH SIDES I 0 , SILT SACK EXPANSION RESTRAINT N" NYLON ROPE, 2" FLAT WASHERS) DUMPS i nmr INLET OR CATCH BASIN s' BAG DETAIL INSTALLATION DETAIL STORM DRAIN SILT SCREEN DETAIL 203 NOT TO SCALE - 221/20 BEND HMA, V/2" COMPACTED DEPTH PG 64-22 GRAVEL TOP COURSE, 6" COMPACTED DEPTH (MIN.) f. NATIVE SUBGRADE, TRENCH _ BACKFILL OR STRUCTURAL BACKFILL, PROOF ROLL PRIOR TO PIPE CAP 2 LAYERS OF MIRAFI 50OX GRAVEL PLACEMENT. ASPHALT PAVEMENT SURFACE DETAIL /204 cot FOR PARKING AREA NOT TO SCALE CROSS W/ BLIND FLANGE TEES TEST DEAD 900 45° 22112° 111/4° SIZE PRESSURE ENDS BEND BEND BEND BEND 3 300 2.25 2.25 2.25 2.25 2.25 4 300 2.25 2.25 2.25 2.25 2.25 6 300 2.83 4.00 2.25 2.25 2.25 8 300 5.00 7.11 3,85 2.25 2.25 10 300 T86 11.11 I 6.00 3.06 2.25 12 300 11.31 16.00 8.66 4.41 2.25 14 250 12.83 18.14 9.82 5.00 2.51 16 225 1 15.08 21.33 11.54 5.88 2.96 HORIZONTAL THRUST BLOCK zo2 2.25 bAStU UN (3LUMt I KIU- t-AU I UKZ5 BEARING FA CTOR TABLE I SOIL CONDITION MULTIPLICATION FACTOR� *MUCK, PEAT. etc. - SOFT CLAY 3.0 SAND 1.5 I SAND AND GRAVEL 1.0 SAND AND GRAVEL CEMENTED W/ CLAY 0.75 HARD SHALE 0.30 NOT TO SCALE THRUST BLOCKING SHALL BE DESIGNED BY ENGINEER MUL TIPLICA TION FA CTOR TABLE 2 REQ'D BEARING MINIMUM DEPTH AREA (SQ. FT.) DMIN 2.25 MIN.- 5.0 1.5' 5.01 -10.0 2.25' 10,01 -15.0 3.0' 15.01 - 30.0 4.0' 30.01 - 40.0 4.5 40.01 - 50.0 5.0' 50.01 - 70.0 6.0' BLOCK SHAPE TABLE 3 ,JOINTS IN FILTER FABRIC SHALL BE SPLICED AT POSTS. USE STAPLES, WIRE RINGS, OR ;H DUMP EQUIVALENTS TO ATTACH 2"x2" BY 14 Ga. WIRE OR \PS FABRIC TO POSTS. EQUIVALENT. IF STANDARD STRENGTH FABRIC USED f -- ^ 6MAX. ----�� `t POST SPACING MAY BED INCREASED TO 8' IF WIRE ` '� MINIMUM 4"x4" BACKING IS USED TRENCH NOTE: FILTER FABRIC FENCES SHALL BE INSTALLED ALONG CONTOUR WHENEVER POSSIBLE SILT FENCE06 NOT TO SCALE \`` -51 TRENCH TRENCH WIDTH PER WSDOT SS 2-09.4 (RAVEL BACKFILL :OR PIPE ZONE IEDDING PER VSDOT SS I-03.12(3) PIPE ZONE BEDDING SURFACE FINISH PER PLAN PROVIDE 4" ASPHALT FOR LIND AVE. (2 LIFTS) AND 3" ASPHALT FOR THE PARKING AREA (1 LIFT) //�///��//f PROVIDE 6" OF CRUSHED SURFACING TOP COURSE COMPACTED TO FIRM AND UNYIELDING CONDITIONS. I I TRENCH LIMITS r- - CDF TRENCH DAM NATIVE SOIL CONDITIONS UNKNOWN, CONTRACTOR - SHALL BE RESPONSIBLE FOR TRENCH STABILITY AND SAFETY. VARIES BACKFILL AND MECHANICALLY COMPACT \ (6" LIFTS) TRENCH BACKFILL TO 95% OF THE MODIFIED PROCTOR. 3 TRACER / LOCATOR TAPE PIPE ZONE BEDDING AND BACKFILL -- 1811! =, 18' 1-- PER DETAIL 207 THIS SHEET SANITARY SEWER MAIN I EXCAVATE UNSUITABLE MATERIAL AND PROVIDE --- FOUNDATION MATERIAL CLASS A CONFORMING TO 12" MAX, WSDOT SS 9-03.17 COMPACTED TO A UNIFORMLY DENSE AND UNYIELDING FOUNDATION. WHEN \ I 112" UNSUITABLE MATERIAL IS ENCOUNTERED AND AS j DIRECTED BY THE ENGINEER NOT TO SCALE 2"x2" BY 14 Ga. WIRE OR - EQUIVALENT IF STANDARD STRENGTH FABRIC USED FILTER FABRIC Z �_ CV TRENCH � z BACKFILL TRENCH WITH NATIVE SOIL OR 3/4" -1.5" WASHED GRAVEL � WOOD POSTS, STEEL FENCE POSTS. REBAR, Gff/ EQUIVALENT EXISTING ASPHALT PAVEMENT CONCRETE DOME TOP 6' x 4" 0 SCH. 40 STEEL PIPE W/ CAP FILLED WITH CONCRETE. HOT DIP GALVANIZE AFTER p FABRICATION, PAINT SAFETY T - 6" ( YELLOW. SAWCUT OR CORE DRILL 18" DIAMETER HOLE e s 2'-6" MIN e s EMBEDMENT BOLLARD FOOTING CAST AGAINST UNDISTURBED NATIVE SOIL DIAM -� NOT TO SCALE PROVIDE 4" ASPHALT FOR LIND SURFACE FINISH PER PLAN AVE. (2 LIFTS) AND 3" ASPHALT FOR THE PARKING AREA (1 LIFT) PROVIDE 6" OF CSTC -:-;- - ;�:• `- COMPACTED TO FIRM AND UNYIELDING CONDITIONS. I 5' TRENCH LIMITS E [t3i►�11�11►�111►� 208 CO2 NATIVE SOIL CONDITIONS UNKNOWN, CONTRACTOR - SHALL BE RESPONSIBLE FOR TRENCH STABILITY AND SAFETY. BACKFILL AND MECHANICALLY COMPACT (6" LIFTS) TRENCH BACKFILL TO 95% OF THE MODIFIED PROCTOR. TRACER / LOCATOR TAPE PIPE ZONE BEDDING AND BACKFILL SANITARY SEWER FORCE MAIN -`'``PER DETAIL 207 THIS SHEET C04 EXCAVATE UNSUITABLE MATERIAL AND PROVIDE 12" MAX. FOUNDATION MATERIAL CLASS A CONFORMING TO WSDOT SS 9-03.17 COMPACTED TO A UNIFORMLY 12" DENSE AND UNYIELDING FOUNDATION, WHEN UNSUITABLE MATERIAL IS ENCOUNTERED AND AS DIRECTED BY THE ENGINEER 1 PIPE ID + 301' PIPE ID + 30" WSDOT 2-09.4 a KEY CDF TRENCH DAM INTO S 362606 12" OF NATIVE SEWER GRAVITY MAIN TRENCH DETAIL 205 CO2 NOT TO SCALE WSDOT 2-09.4 FORCE MAIN TRENCH DETAIL �08 NOT TO SCALE REVISED TO CONFORM TO CONSTRUCTION RECORDS . X A 1 /m RH2 INEERING INC. BATE H. WA, "1�IVAL SIGNED: 01 /17/13 S, W% 11.4 O .�rs4 i u ZONAL SIGNED: 01 /17./13 Uj . Cr W J D 0 Z Q W IV4 W,4 RH2 ENGINEERING, INC. -Atp:,`iwww.rh2.ccm mailbox0rh2.com 1.800.720.80_, BELLINGHAM 3w.sw- 54 West Horton r- e BOTHELL 425.951.54+ 22722 29th Drive SE, Suite 21" EAST WENATCHEE 505.886.2�3i7(3 300 Simon Street, Suitt RICHLAND 509.:toar-L, a 14 C-olumbia Point Drive, Su'- SILVERDALE 36o 976, 021 NW Mhyre Pr;, ' e :r TACOMA 253.27W �21 Pacific Avenue Suite 104 SHOWN 0 1" 2" DRAWING IS NOT TO SCALE IF BAR IS NOT 2" LONG PLOT 1 DWG NO ENGINEER: DEB C04 REVIEWED MM DATE, Nov 11, 2014 CLIENT REN 06 JOB NO 112-023 20 RLENAME LIND-D-DET.DWG D � z r1 UJ �m z �= c mo mm m- �� co Nz m z m m 0 D D 0 m0 CD CDCD °cn m D T z CO D m m- CT�;: z m cn 0 D D T n 0 O po D0 ME 5D A \ CCn D /"1 -