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Home My WebLink AboutTED4001805.4edappo 0 v 1- •3 bar 2-•5b:r c •3 bar each corner •3 bar *can side •3 bor each way 1F 2 6' MIN. C.B. DLA. VARIES SEE TABLE Fromm and prate (see DetoKl 5.f�.5) 6" Riser Section Ir' Riser Section Precast Bose Section the top(M;osur9mont\at othe boo* J lF 2' 7' 4 " CtM6V7' COA/CRNETE SlOeWALk z.o17o uctsan Catch Basins to be constructed— va.•.urdonce with ASTM C 478 IAASHTO M M91 ► ASTM C 090 unless otherwise shown an dons or noted In the Standard Specifications. As on occepfabie alternate to rebar, welded wire fobrlo having o mininkm area of 0.12 sQ ars Inches per foot may be used. Welded wire fabric shop comply to ASTM A 491 IAASHTO M.220. Wire fabric shall not be placed In the knockouts. The bottom of the precast base section may be rounded. Precast bases shall be furnished with cutouts or krx>ckout&. Krwckouts shop have a wall thickness of r' minif"um. Knockouts may be On d 4 sides with m01Klmu11% dlomster of 20! Knot Routs may be either round or '0• &hope. Pipe to be Insto&ed In factory supplied knockouts. Knocko•it or cutout hole $ite Is equalto pipe outer diameter plus catch basin wall thickness. The maximum depth from the flnisMd grade to the pipe Invert Is 5'-0•. The toper on the sides of the precast base section and riser section shot not exceed 1/2'/11. Catch basin frame and orate &half be In accordance with Standard Specifications and meet tM strength requlrnents of Federal Specification RR-F-6210. Mating surfaces shd be finished to ossure non -rocking fit. From* and grote may be Instated with flonpe down ar cost Into riser. CATCH BASIN TYPE 1 /V,T5. FRAME do GRATE SEE NOTES BELOW ADJUSTMENT SECTION MODIFIED STEP TOP SLAB COVER STEPS OR LADDER AI i MAX. PIPE SIZE MAY BE LIMITED I I BY PIPE CONFIGURATION I I I I I I I I I I I 1 I I C.B. DLk MAX. KNOCKOUT OR CUTOUT HOLE SIZE — • I I 48" 21 " 54' 36" ' bl 60" 42' 72" ' 60 L 96" 60" 6 MIN. �� > ♦ , y{ MIN. CAST IN PLACE BASE OR PRE -CAST BASE NOTES: 1. FOR CATCH BASIN MATERIAL SPECS. SEE STANDARD SPECIFICATIONS. 2 ALL TYPE II CATCH BASIN EQUIPPED WITH OPEN GRATES SHALL BE LOCKING TYPE. SEE DETAIL 3.6.5. CATCH BASIN SHALL BE SET SO STEPS ARE DIRECTLY UNDER OPENING (STEPS SHALL BE INCLUDED). 3. CATCH BASIN TYPE 11 N.T.5. /2' LANE 36' I2' TWO WAY 144E r TURrV LANE 9111A5p11,4Lr CONC2E%t pAV�M�iVT-/CLA5S '/B'/ �21114/EA,elNG� COURSE, 21'LEVE"(JA/G COUe,5E) /2" MIA/. COMPA CTE•D DfP774 BANK ,PUN CTeAVe5-L CLASS' 8 (IF RE(2U/,e60 BY EAVG/A454i5f') 1/2'x4- ExPANSION MATERUL 1/4"R AT JOINTS /2' LANE CEMENT CONCRETE CURE AV.0 GIUTTtrR Ale -WA TYPE 1i (T), P/CAL) to" CRUSHED SURFACING TOP C0Ue5l5-7 TYPICAL PAVEMENT SECTION S.W. 19TH. STREET At T. S. r ,�•• 1 rX4" EXPANSION 7'X L '4 1/4"R AT JOINTS SCORE LINES TO BE RADIAL TO CURB AND CUTTER + W 1/2'X4" EXPANSION MATERIAL 3 1/4"R AT JOINTS - - LINE: 'W -WIDTH OF SIDEWALK - - - - CEM. CONC. CURB AND GUTTER 1/4'/FT. SLOPE 1/4'/FT. SLOPE 1/ 2' R 1 1 /r XS' EXPANSION MATERIAL I /r R 1 /Z' R CURB RETURN ONLY PAVEMENT AS PER PLANS 4' 1 4 PAVEMENT /S PER PLANS PARKWAY STANDARD CEIIL CONC. STANDARD CEM. CONC. CURB AND GLITTER CURB AND GUTTER SECTION A —A SEC 90N B—B 2' �2.07. O: o K• CHAMFER 4 5A0E5 _L /""i9//UT -V -X4 " 8 "x 8" 545 x 4 r O ill 8'x 8"S /8 /IM/A/IMUM TNI CKW 55 � -6AL VAN/ZED EYE BOLT GALVAAI/ZED STEEL OR W/ WA5NER ARID AIUT. SIDE OWFAISION5 %2 // �ECE55 NUr AA/b PEEN G iFATER THAN POST PIMEA/5/ON5. 500 #MINIMUM TEST GALVA, H, C!lA/lV AAICNOR �. s 4 CLA 55 C CONCRETE a o :. e o N o . .3 " H� M//l/ — GENERAL NOTES JOINTS: DUMMY JOINTS SHALL BE PLACED NOT TO EXCEED 15' C/C NOR LESS THAN 10' C/C. THEY SMALL DRAIN P/PE e s NOT BE LESS THAN 3/1li' W THICKNESS AND SHALL BE EXTENDED r BELOW THE GUTTER LINE a 1 r THRU JOINTS SHALL BE PLACED AT ell COLD JOINTS AS DIRECTED BY ENGINEER AND Shall 1' BELOW CONCRETE WHERE THE SIDEWALK IS TO BE PLACED AGAINST THE CURB AND GU`M:R, THE JOINT SHALL BE A COLD JOINT. I 1/rX S EXPANSION MATERIAL SWILL BE PLACED FROM P.C.S TO P.T.'S AT ALL CURB RETURNS. 1/2'x4' ANSION MATERIAL SHALL BE PLACED AT EVERY THIRD SIDEWALK PANEL THE CONCRETE MD( FOR SIDEWALKS 24 %WALL CONFORM TO THE REQUIREMENTS OF CLASS B (3/4') WITH AIR ENTRAINMENT. THE CONCRETE SHALL HAVE A BROOM FINISH WITH ALL EDGES HAVING A 2%- TOOLED FINISH. SUBCRADE COMPACTION %waL BE 90% (MODIFIED PRQCTDR), REMOVABLE BOLLARD FIXED BOLLARD TYPICAL SIDEWALK DETAIL NOTES: 1. TIMBER SHALL BE DOUGLAS FIR, DENSE CONSTRUCTION GRADE, AND SHALL BE 4. ALL STEEL PARTS SHALL BE GALVANIZED. T. 5. PENTACHLOROPHENOL PRESSURE TREATED BY EMPTY CELL PROCESS WITH CURB FACE GENERAL NOTES MINIMUM NET RETENTION OF 0.05 LBS./CU. FOOT OF THE DRY SALT. (USE LIGHT 5. CONCRETE SHALL BE CLASS C. JOINTS: DUMMY JOINTS SHALL BE PLACED NOT TO EXCEED 15' C/C NOR LESS THAN 10' C/C. PETROLEUM SOLVENT.) THEY SHALL NOT BE LESS THAN 3/16' IN THICKNESS AND SHALL BE OF THE SAME 6. SEE SECTION 5.08 KCRS. DIMENTIONS AS THE CURB AND GUTTER EXCEPT THAT IT SHALL EXTEND ONLY 2-1/4- 2, STEEL TUBE SHALL CONFORM TO ASTM A53 OR ASTM A53 GRADE A. INTO GUTTER SECTION. GRATE CEUTER LNE. 1/2' THRU JOINTS SHALL BE PLACED AT EVERY OTHER DUMMY JOINT MEASUREMENT, 3 NUTS, BOLTS, AND WASHERS SHALL CONFORM TO ASTM A307. AT POINTS OF TANGENCY ON STREETS, ALLEYS AND DRIVEWAY RETURNS. ALL JOINTS SHALL BE CLEAN AND IN THE GUTTER SECTION THEY SHALL BE EDGED. BOLLARDS I' j0" 10° \MATCLJ EXIST SLOPE :: 1/8 I /6 •�''i v i ' PRECAST )5.SE, -- = - - - - '• RI�R OR SOLID 1IZICK (TYP ) _ I CURE � GUTTER TYPICAL FRAME & GRATE DETAIL GRATE(DUIGILE 11ON) NON- LOGKI�, (QEYviFIC FOUIJOQY *SM6COR ECxUAL) �� ,�''� � �• I II4" EE AC TO auzE 2n" SEC. -C C1 Y4 ALL TYPE II CATC1J B451KJ5 REQUIRE . 3/a"LOCKING TYPE FRAIAE E GRATE. Ft1--- .. I IN� IAA.• L� �1�4,1 I r-loin• 1 77TT 2a� SEC. A -A r-0 2'-o 1/4' 2'-2" GRATE DUCTILE IRON 2'-514" 1 FRAME CATCH BASIN FRAME & GRATE DETAILS N. T. 5 . / g P�� a s 04 A A �A a CEMENT CONCRETE CLASS 8 (3/4) e"a a Aa. —Q; ta" CONCRETE CONCRETE SHALL BE CLASS B (3/4') AIR ENTRAINED PORTLAND CEMENT CONCRETE FORMS: FORMS SHALL BE STEEL FOR STRAIGHT SECTIONS AND WOOD FOR CURVED SECTIONS. FORMS SHALL BE TRUE TO LINE AND GRADE AND SECURELY STAKED. THE 1' RADIUS ON UPPER FACE OF CURB MAY BE FORMED BY EDGER OR BUILT INTO FACE FORM. 1' RADIUS ON LOWER FACE OF CURB WILL BE FORMED BY THE FACE FORM. 1 /2-R 1'R m fV 6-1/2" 1/2"R eo 1'R 18" • RECOMM�Nbtb FOR APPROVAL SEE CITY OF RENTON STANDARD DETAIL FOR DEPRESSED DRIVEWAY CURB AND GUTTER TYPE D. BY �I �>r�-r 7l /9Nj`l( PL_FA EV SEW N. T. 5. GENERAL NOTES I. DUMMY JOINTS SMALL NOT BE LESS THAN 3/I6'IN THICKNESS AND SMALL BE OF THE SAME DIMENSIOn AS THE CURB B GUTTER EXCEPT THAT IT SHALL EXTEND ONLY 2-1/4' INTO GUTTER SECTION. SEE CITY OF RENTON. STANDARD VAR. VAR. DETAIL FOR DEPRESSED P DRIVEWAY CURB B GUTTER- EXPANSION JOINT \ TYPE 0 JPp 10 % MAX. SLOPE 0 t SECTION A -A --- EXPANSION JOINT A ALTERNATE 2 JO 'IV 'O A I EXPANSION JOINT(TYP) WHERE THE DRIVEWAY EXCEEDS 16' IN WIDTH A 2-ODMMY JOINT Mdr SMALL BE PLACED LONGITUDINALLY ALONG CENTEPLINE. 1/2"EXPANSION JOINTS SMALL BE PLACED AT DRIVEWAY RETURNS AND AT J011. THE BACK OF DRIVEWAY. H' 2. CONCRETE SHALL BE CLASS B(3/4")AIR ENTRA,NE 4. SUBGRADE COMPACTION SMALL BE 95% PORTLAND CEMENT CONCRETE. (MODIFIED PROCTOR:. 3. DRIVEWAY IS NOT TO BE POURED INTEGRAL WITH THE CURB B GUTTER RECOMMENDED CEMENT CONCRETE CURB & GUTTER - TYPE A FOR APPROVAL _ N• T. 5. BY RA NsPoRTA'T(aN D REFLECTI!/E' i�-/0/ STRAPPED IOLLARDS GENERAL NOTES JOINTS. DUMMY JOINTS SHALL BE PLACED NOT TO EXCEED 15' C/C NOR LESS THAN 10' C/C. THEY SHALL NOT BE LESS THAN 3/16- IN THICKNESS AND SHALL BE OF THE SAME DIMENTIONS AS THE CURB AND GUTTER EXCEPT THAT IT SHALL EXTEND ONLY 2-1/4- INTO GUTTER SECTION. 1/2- THRU JOINTS SHALL BE PLACED AT EVERY OTHER DUMMY JOINT MEASUREMENT, AT POINTS OF TANGENCY ON STREETS, ALLEYS AND DRIVEWAY RETURNS. ALL JOINTS SHALL BE CLEAN AND IN THE GUTTER SECTION THEY SHALL. BE EDGED. CONCRETE: CONCRETE SHALL BE CLASS B (3/4-) AR ENTRAINED PORTLAND CEMENT CONCRETE FORMS. FORMS SHALL BE STEEL FOR STRAIGHT SECTIONS AND WOOD FOR CURVED SECTIONS. FORMS SHALL BE TRUE TO LINE AND GRADE AND SECURELY STAKED. THE i' RADIUS ON UPPER FACE OF CURB MAY BE FORMED BY EDGER OR BUILT INTO FACE FORM. 1' RADIUS ON LOWER FACE OF CURB WILL BE FORMED BY THE FACE FORM. e• I 1 /2•R 1'R o 0 1� v_ �•-4 'I � SECTION A A N. T. S SEE CITY C.' RENTON STANDARD DETAIL FOR DEPRESSED DRIVEWAY CURB AND CUTTER TYPE D STANDARD DEPRESSED CURB & GUTTER - TYPE D /0_3 O SCANNED MAR 2 8 ZOQ3 V AC TO auzE 2n" SEC. -C C1 Y4 ALL TYPE II CATC1J B451KJ5 REQUIRE . 3/a"LOCKING TYPE FRAIAE E GRATE. Ft1--- .. I IN� IAA.• L� �1�4,1 I r-loin• 1 77TT 2a� SEC. A -A r-0 2'-o 1/4' 2'-2" GRATE DUCTILE IRON 2'-514" 1 FRAME CATCH BASIN FRAME & GRATE DETAILS N. T. 5 . / g P�� a s 04 A A �A a CEMENT CONCRETE CLASS 8 (3/4) e"a a Aa. —Q; ta" CONCRETE CONCRETE SHALL BE CLASS B (3/4') AIR ENTRAINED PORTLAND CEMENT CONCRETE FORMS: FORMS SHALL BE STEEL FOR STRAIGHT SECTIONS AND WOOD FOR CURVED SECTIONS. FORMS SHALL BE TRUE TO LINE AND GRADE AND SECURELY STAKED. THE 1' RADIUS ON UPPER FACE OF CURB MAY BE FORMED BY EDGER OR BUILT INTO FACE FORM. 1' RADIUS ON LOWER FACE OF CURB WILL BE FORMED BY THE FACE FORM. 1 /2-R 1'R m fV 6-1/2" 1/2"R eo 1'R 18" • RECOMM�Nbtb FOR APPROVAL SEE CITY OF RENTON STANDARD DETAIL FOR DEPRESSED DRIVEWAY CURB AND GUTTER TYPE D. BY �I �>r�-r 7l /9Nj`l( PL_FA EV SEW N. T. 5. GENERAL NOTES I. DUMMY JOINTS SMALL NOT BE LESS THAN 3/I6'IN THICKNESS AND SMALL BE OF THE SAME DIMENSIOn AS THE CURB B GUTTER EXCEPT THAT IT SHALL EXTEND ONLY 2-1/4' INTO GUTTER SECTION. SEE CITY OF RENTON. STANDARD VAR. VAR. DETAIL FOR DEPRESSED P DRIVEWAY CURB B GUTTER- EXPANSION JOINT \ TYPE 0 JPp 10 % MAX. SLOPE 0 t SECTION A -A --- EXPANSION JOINT A ALTERNATE 2 JO 'IV 'O A I EXPANSION JOINT(TYP) WHERE THE DRIVEWAY EXCEEDS 16' IN WIDTH A 2-ODMMY JOINT Mdr SMALL BE PLACED LONGITUDINALLY ALONG CENTEPLINE. 1/2"EXPANSION JOINTS SMALL BE PLACED AT DRIVEWAY RETURNS AND AT J011. THE BACK OF DRIVEWAY. H' 2. CONCRETE SHALL BE CLASS B(3/4")AIR ENTRA,NE 4. SUBGRADE COMPACTION SMALL BE 95% PORTLAND CEMENT CONCRETE. (MODIFIED PROCTOR:. 3. DRIVEWAY IS NOT TO BE POURED INTEGRAL WITH THE CURB B GUTTER RECOMMENDED CEMENT CONCRETE CURB & GUTTER - TYPE A FOR APPROVAL _ N• T. 5. BY RA NsPoRTA'T(aN D REFLECTI!/E' i�-/0/ STRAPPED IOLLARDS GENERAL NOTES JOINTS. DUMMY JOINTS SHALL BE PLACED NOT TO EXCEED 15' C/C NOR LESS THAN 10' C/C. THEY SHALL NOT BE LESS THAN 3/16- IN THICKNESS AND SHALL BE OF THE SAME DIMENTIONS AS THE CURB AND GUTTER EXCEPT THAT IT SHALL EXTEND ONLY 2-1/4- INTO GUTTER SECTION. 1/2- THRU JOINTS SHALL BE PLACED AT EVERY OTHER DUMMY JOINT MEASUREMENT, AT POINTS OF TANGENCY ON STREETS, ALLEYS AND DRIVEWAY RETURNS. ALL JOINTS SHALL BE CLEAN AND IN THE GUTTER SECTION THEY SHALL. BE EDGED. CONCRETE: CONCRETE SHALL BE CLASS B (3/4-) AR ENTRAINED PORTLAND CEMENT CONCRETE FORMS. FORMS SHALL BE STEEL FOR STRAIGHT SECTIONS AND WOOD FOR CURVED SECTIONS. FORMS SHALL BE TRUE TO LINE AND GRADE AND SECURELY STAKED. THE i' RADIUS ON UPPER FACE OF CURB MAY BE FORMED BY EDGER OR BUILT INTO FACE FORM. 1' RADIUS ON LOWER FACE OF CURB WILL BE FORMED BY THE FACE FORM. e• I 1 /2•R 1'R o 0 1� v_ �•-4 'I � SECTION A A N. T. S SEE CITY C.' RENTON STANDARD DETAIL FOR DEPRESSED DRIVEWAY CURB AND CUTTER TYPE D STANDARD DEPRESSED CURB & GUTTER - TYPE D /0_3 O SCANNED MAR 2 8 ZOQ3 V SEEM C 0 0 N N 0 ca N cc N N Q •a ao o� c 0 m o m � c c .� C vs t �w� c as � rn c L C Y c ` = U Y W 0 i I�L Q\` I I C I h Y 1 ( I Q W N,, L11J Z W R W — iiii— w Z �... Uj w Cn Q = 0 W Z Q O o r o� ■ W W VJ (n Al. T 5