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Home My WebLink AboutR-382918Ln C) LJ_J r1000 U) Of n 0 C)--+- 00 0 %- C: C) E 0 .3: E-4 < 0 LLJ :3 CL n (7) •C) :3 E M E 0)N .C: 0 0 - CD < Z "o >N 0 X UZ Zo Q Z Z _J 0 y UJ _J Z DI 0 0 UJ V) X V) is UJ M Z UJ W Z !e CL D a - V) < [if n n 0 Li U V) < n < C:) M Ln O C14 NO - CN LID 6 E W 0 _0 6 1 0 (A (0 LO > C'4 LIJ rn ry C (V .S 01 Ln CN U) CD 0 C:) (N Ir - 0 < Z 291/4" BOLT -DOWN HOLE (TYP.) - 5/8" - 11 NC, SEE DETAIL & NOTE 2 0 TOP SECTION RECESSED ALLEN HEAD CAP SCREW 7l8" 1/81, 5/8" - 11 NC x 2" 7- GRATE ICV ef• - FRAME - 2 1/2" SECTION BOLT -DOWN DETAIL DETAIL SEE NOTE 2 PUBLIC WORKS RECTANGULAR FRAME STD. PIAN 204.00 + DEPARTMENT MARCH 2008 - - --- ------ rr L O.D. O.D.� compaction < limits of pipe (see note 4) 3` max. Tma X. limit of pipe zone bedding k material ------ for flexible C� pipe (see I F note fn O.D. Q.15 O.D. min. limits of pipe IF compaction 0.65 O.D. min. foundation level gravel backfill gravel backfill for for pipe bedding foundations when specified A = 4" min. 27" I.D. and under 6" min., over 27" I.D. A. Metal and Concrete Pipe c, 11- This frame is designed to accommodate 20" x 24" grates or covers 2. Provide two holes in the frame that are vertically aligned with t he grate or cover slots. Tap each hole to accept a 5/8" - 11 NC x 2" alien head cap screw. Location of bolt down holes varies among different manufacturers. 3. Refer to Standard Specification 9-05.15(2) for additional requirements. ISOMETRIC VIEW I d span 6 1.4 span span b 4111 ........... 3' max 3' max ! �J' max Flexible Pipe NOTES: Min. dist. between barrels 0 V 011 1. Provide uniform support under barrels. 2. Hand tamp under haunches. 0" to 96" diam. 0 2 102" to 180" YZ pipe - arch metal only (span) W 12" 0 span / 3 0 Z 48" _1 LI - 0.15 rise min. 4. See "Excavation and Preparation of Trench" in sanitary Li LLJ 112" MAX. UJ (n Ln C) LJ_J r1000 U) Of n 0 C)--+- 00 0 %- C: C) E 0 .3: E-4 < 0 LLJ :3 CL n (7) •C) :3 E M E 0)N .C: 0 0 - CD < Z "o >N 0 X UZ Zo Q Z Z _J 0 y UJ _J Z DI 0 0 UJ V) X V) is UJ M Z UJ W Z !e CL D a - V) < [if n n 0 Li U V) < n < C:) M Ln O C14 NO - CN LID 6 E W 0 _0 6 1 0 (A (0 LO > C'4 LIJ rn ry C (V .S 01 Ln CN U) CD 0 C:) (N Ir - 0 < Z 291/4" BOLT -DOWN HOLE (TYP.) - 5/8" - 11 NC, SEE DETAIL & NOTE 2 0 TOP SECTION RECESSED ALLEN HEAD CAP SCREW 7l8" 1/81, 5/8" - 11 NC x 2" 7- GRATE ICV ef• - FRAME - 2 1/2" SECTION BOLT -DOWN DETAIL DETAIL SEE NOTE 2 PUBLIC WORKS RECTANGULAR FRAME STD. PIAN 204.00 + DEPARTMENT MARCH 2008 - - --- ------ rr L O.D. O.D.� compaction < limits of pipe (see note 4) 3` max. Tma X. limit of pipe zone bedding k material ------ for flexible C� pipe (see I F note fn O.D. Q.15 O.D. min. limits of pipe IF compaction 0.65 O.D. min. foundation level gravel backfill gravel backfill for for pipe bedding foundations when specified A = 4" min. 27" I.D. and under 6" min., over 27" I.D. A. Metal and Concrete Pipe c, 11- This frame is designed to accommodate 20" x 24" grates or covers 2. Provide two holes in the frame that are vertically aligned with t he grate or cover slots. Tap each hole to accept a 5/8" - 11 NC x 2" alien head cap screw. Location of bolt down holes varies among different manufacturers. 3. Refer to Standard Specification 9-05.15(2) for additional requirements. ISOMETRIC VIEW I d span 6 1.4 span span b 4111 ........... 3' max 3' max ! �J' max Flexible Pipe NOTES: Min. dist. between barrels --------- -- ------- ----- VVVVVVVVVVVV\/ VVVV V 011 1. Provide uniform support under barrels. 2. Hand tamp under haunches. 0" to 96" diam. 0 2 102" to 180" 3. Compact bedding material to 95% max. density; directly pipe - arch metal only (span) W 12" over pipe, hand tamp only. span / 3 148" to 199" 48" _1 LI - 0.15 rise min. 4. See "Excavation and Preparation of Trench" in sanitary Li LLJ 112" MAX. 84" or 96" FLAT SLAB TOP sewers section of the standard WSDOT/APWA limits of pipe -.,--specifications 111 •) for trench width "W" and trenching compaction Z LLJ Lj U-11 0.65 rise min. options. The pipe zone will be the actual trench width. ---O-gravel The minimum concrete width shall be 1 1 2 I.D. = 18". gravel backfill ' baGkfill for foundations when specified 5. Trench backfill shall conform to "Backfilling Sewer for pipe bedding Trenches" in the sanitary sewers section of the 0 I -Z WSDOT/APWA standard specifications, except that qft rocks or lumps larger than 1" per foot of pipe diameter B. Pipe - Arch Installation shall not be used in the backfill material. 6. See "Bedding Material for Flexible Pipe" in aggregates section of the WSDOT/APWA standard specifications Z 0 for the material specifications. Rigid Pipe NOTES: 1. Pipe compaction limits shown on this plan are for pipe construction in an embankment. For pipe construction in a trench, the horizontal limits of the pipe compaction zone shall be the walls of the trench. 2. All steel and aluminum pipe and pipe -arches shall be installed in accordance with design A. 3. Concrete pipe with elliptical reinforcement shall be installed in accordance with design A. 4. Concrete pipe, plain or with circular reinforcement, shall be installed with design A. 5. O.D. is equal to the outside diameter of a pipe or the outside span of pipe -arch. The dimensions shown as O.D. with 3' maximum shall be O.D. until O.D. equals T; at which point 3' shall be used. 1 "-0" for diameters 12" through 42" and spans through 50". Z -O" for diameters greater than 42" and spans greater than 50". Backfill material placed in 0.5' loose layers and compacted to 95% maximum density. Method B or C compaction (WSDOT/APWA) standard specifications.) Pipe Size Min. dist. between barrels circular pipe cone., LOPE, CMP3 (diameter) 12" to 24" 1211 0" to 96" diam. 0 2 102" to 180" 48" pipe - arch metal only (span) 18" to 36" 12" 43" to 142's span / 3 148" to 199" 48" < 5 W 2 < Z Z 0 1 1 L 0 LL STORM A S 24" D T I "Y PUBLIC WORKS + i 1ka DEPARTMENT N1 . ........... .. . . . . .............. < 7 M Z: PLAN SLOT - SEE DETAIL AND NOTE I 3/8" (9mrn) RECESSED LETTERING RECTANGULAR HERRINGBONE GRATE 12"MIN L/2 L 3" PIPE COUPLING --- / CMP OR CPEP SMOO INTERIOR 45' SIDE VIEW \F Z_ - I/ Z__ 7 #6 BARS @ 7" SPACING 20" x 24" APP"AL Dote: By: 0 U) By: Do to 24" DIAM., 48" DIAM. OR 54" DIAM. HOLE Dote O V) 0 IONA L ip 2" (TYP) I 12E I Z _1 LI . . . . 1" MIN. Li LLJ 112" MAX. 84" or 96" FLAT SLAB TOP #5 BARS @ 6" SPACING 20" x 24", 24" DIAM., 48" DIAM. OR 54" DIAM. HOLE FOR ACCESS AND STEPS I" MIN. 2 1/2" MAX. 72", FLAT SLAB TOP 24" MIN. #4 BARS @ 6" SPACING > 00 20" x 24" OR 24" DIAM. HOLE --- - - ------------------------- - ----- - ------ - ----- - 2" (TYP.) 48" MIN. ------ ----------- - ----------- _T 1" MIN. 2 112" MAX. ECCENTRIC CONE SECTION 48", 54", or 60" FLAT SLAB TOP 12" (TYP-) 00 6" PREFABRICATED LADDER 12" MIN. STEP 34" 1 1/4" co �i �6" OR 12" �1,01\!E #3 BAR HOOP ONE #3 BAR HOOP FOR 6" 4" TWO #3 BAR HOOPS FOR 112" BOLT -DOWN SLOT DETAIL SEE NOTE 1 RECTANGULAR ADJUSTMENT SECTION CIRCULAR ADJUSTMENT SECTION 1.0 As an acceptable alternative to rebar, wire mesh having a minimum area of 0.12 square inches per foot may be used for adjustment sections. STD. PI204.40 " PUBLIC WORKS MISCELLANEOUS DETAILS FOR STD. PLAN 204.60 + DEPARTMENT DRAINAGE STRUCTURES MARCH 2008I MARCH 2008 I 3/4" DIA. SMOOTH BAR SPOT WELD BARS TO AT LEAST 2 CORREGATIONS OF METAL PIPE (TYP) BOLT TO CPEP SMOOTH INTERIOR PIPE. NOTE: 1. This debris barrier is for use outside roadways on pipes 36" dia. and smaller. 2. See drawing 223.10 for debris barriers on pipes projecting from driveways or roadway side slopes. 3. All steel parts must be galvanized and asphalt coated. (Treatment 1 or better). 4. CPEP-smooth interior pipe requires bolts to secure debris barrier to pipe. 4" MAX. (TYP) END VIEW SIX EVENLY SPACED HOLES ON 10 3/8" BOLT VG TO ON. FRONT LU `/ Z _J _J 9! LU - - - - ---- - - SEE NOTE 5 SIDE MAXIMUM OPENING OF GATE HANDLE WITH LOCK PIN. o ADJUSTABLE LOCK HOOK WITH LOCK SCREW. 10 L11 LIFT HANDLE SHALL BE ATTACHED PER I" ROD OR TUBING, VARIABLE LENGTH. MANUFACTURER'S RECOMMENDATIONS. LIFT HANDLE NOTES: - 1. SHEAR GATE SHALL BE ALUMINUM ALLOY PER ASTM B-26-ZG-32a OR CAST IRON ASTM A48 CLASS 30B AS REQUIRED. 2. GATE SHALL BE 8 IN. DIAM. UNLESS OTHERWISE SPECIFIED. 3. GATE SHALL BE JOINED TO TEE SECTION BY BOLTING (THROUGH FLANGE), WELDING, OR OTHER SECURE MEANS. 4. LIFT ROD: AS SPECIFIED BY MFR. WITH HANDLE EXTENDING TO WITHIN ONE FOOT OF COVER AND ADJUSTABLE HOOK LOCK FASTENED TO FRAME OR UPPER HANDHOLD. 5. GATE SHALL NOT OPEN BEYOND THE CLEAR OPENING BY LIMITED HINGE MOVEMENT, STOP TAB, OR SOME OTHER DEVICE. 6. NEOPRENE RUBBER GASKET REQUIRED BETWEEN RISER MOUNTING FLANGE AND GATE FLANGE. 7. MATING SURFACES OF LID AND BODY TO BE MACHINED FOR PROPER FIT. 8. FLANGE MOUNTING BOLTS SHALL BE 3/8 IN. DIAM. STAINLESS STEEL. 9. ALTERNATE CLEANOUT/SHEAR GATES TO THE DESIGN SHOWN ARE ACCEPTABLE, PROVIDED THEY MEET THE MATERIAL SPECIFICATIONS ABOVE AND HAVE A SIX BOLT, 10 3/8 IN. BOLT CIRCLE FOR BOLTING TO THE FLANGE CONNECTION. y__ STD. PLAN 220.00 STD. PLAN 223.00 STD. PIAN 237.30 6, MOM PUBLIC WORKS PIPE COMPACTION PUBLIC WORKS DEBRIS BARRIER T - SHEAR GATE DETAIL +; + PUBLIC WORKS FROP DEPARTMENT DESIGN AND BACKFILL 7 DEPARTMENT DEPARTMENT MARCH 2008 MARCH 2008 MARCH 2008 R-3819 18 20"x24" 00 NOTES: 1) ALL MATERIAL FOR GRATE SHALL BE DUCTILE IRON, ASTM A536 GR.80-55-06 2) GRATE SHALL BE OLYMPIC FOUNDRY MODEL No. SM 72B OR EQUAL. ALL BARS 5/8" --J '--ALL SLOTS 1" SQUARE BEEHIVE DRAIN GRATE NOT TO SCALE RECOMIMPOMPKrA By:/ APP"AL Dote: By: 0 U) By: Do to By: Dote O V) 0 IONA L ip 6/19/2015 X LL_ i; C U Z Z LLJ > Li Li LLJ (N 00 UJ M 0 C14 0 "o 4 111 •) 0 4) %. 0 0 UJ Z LLJ Lj U-11 < LC) C -N J V) ZEN L0 Lo Ln Z WUJ 00 0 I -Z N qft r- L) to Z Z 0 V) !-> La LLJ iz n 0 < Z UJ CL IC10- LLJ UJ LLJ Jv LLJ �e �eIll LO Lo LO (M C4 CN 0 R-3819 18 20"x24" 00 NOTES: 1) ALL MATERIAL FOR GRATE SHALL BE DUCTILE IRON, ASTM A536 GR.80-55-06 2) GRATE SHALL BE OLYMPIC FOUNDRY MODEL No. SM 72B OR EQUAL. ALL BARS 5/8" --J '--ALL SLOTS 1" SQUARE BEEHIVE DRAIN GRATE NOT TO SCALE RECOMIMPOMPKrA By:/ APP"AL Dote: By: Dote: By: Do to By: Dote M GUY W A S111 1-1 'I 6r C 3 Z0 W) foe%, P 38950 O V) 0 IONA L Z 0 6/19/2015 X LL_ i; C U 0 U Z Z 0 > Li Li 3: (N 00 UJ M 0 C14 oo "o 4 111 •) 0 4) %. 0 0 06 wwo L) CIL 0 M qr� C4 LJLJ 0 L) C 3 Z0 W) Z 5; 0-- O V) 0 > Z 0 w< X LL_ _J :Z M Li Li CN to CN (N 00 Z -0 M 00 (0 oo ZZ > 0: Z: Z LLJ Lj U-11 < LC) C -N Ln 014 Z Z5 Z L0 Lo Ln Z WUJ 00 w CN N > M D r- L) to It> 0 Z UJ ;4* Jv G M qr� C4 E C 3 Z0 W) Go 0 > M Z C c� (D 00 00 0 > O �N M M M M CD cn Z M -1 0 M Z M 0 >1,10 > c� (D 00 00 0 > O �N n L) 0 0 11 CD 0 :n