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CD-404 Type "D" Inlet :<; 0 0 Vl :;0 :> n .-/ :> ~ :> n ~ r :> !;l 0 .-/ {D Vl :z :z ~ I'T1 0 I'T1 ""0 -i ::::e: -i r I'T1 -i Vl 0 s:: 0 -i ::r: {D :> I'T1 Vl :z :;0 n 0 :> :> -S-"" r :;0 I'T1 0 Vl N 0 0 (j) ~ ~ 'i:i m d Z ~ m ~ WEAKENED PLANE JOINT IN SIDE ALK 4'-10" PRE-CAST CONCRETE CURB SEE NOTE 2 WEAKENED PLANE JOINT IN SIDEWALK ~ WEAKENED PLANE JOINT OR CONSTRUCTION JOINT ~ SEE NOTE 3 , CONSTRUCTION JOINT TRANSITION ZONE SHAPE AS REQUIRED TO CONFORM ---I 24" (MIN.) I DIAMETER COVER ~ SEE NOTE 2 I I r .., WEAKENED PLANE JOINT- T - - - OR CONSTRUCTION I I JOINT SEE NOTE 3 \ I Q======~== =1 SCOREMARK II I Ir---L-il- I. 5' .15"~ I WEAKENED I I C I PLANE JOIN IN I I GUTTER ON I EACH SIDE OF I INLET I I A I I L1__-<==SI PLAN SCOREMARK CURB HEIGHT=8 1/2" CURB HEIGHT -6" TRANSITION ZONE .--- SHAPE AS REQUIRED /' TO CONFORM I ~ (5' IN SUM:' CONDITION) ~ I GUTTER LIP TO CONFORM TO NORMAL STREET SECTION j SECTION A-A APPLICABLE BETWEEN POINTS @ - @ PERMEABLE MATERIAL AT WEEPHOLE NOT SHOWN. STREET GRADE "A" 1 % TO 3% 3% TO 6% 48" 24" NOTE: n Vl ::r: I'T1 0 I'T1 -i I .+;:.. 0 0 ""T] .+;:.. (J1 ALL INLETS SHALL HAVE A "DRAINS TO CREEK" (STD CD-704) METAL MARKER APPLIED AS DIRECTED BY THE INSPECTOR OR RESIDENT ENGINEER. THE MARKER SHALL BE APPLIED FOLLOWING MANUFACTURER'S RECOMMENDATIONS, EXCEPT PCC SURFACES MAY BE MECHANICALLY CLEANED IN LIEU OF SANDBLASTING. THE MARKER MAYBE PROVIDED BY THE PUBLIC WORKS DEPARTMENT, CHECK YOUR PERMIT CONDITIONS OR CONTRACT SPECIAL PROVISIONS. ~ 0 0 Vl :;0 )> C") /' )> r.=l )> C") ~ r )> [;1 0 /' m Vl Z Z ~ f'T1 0 f'T1 -0 :E -l -l s::: f'T1 -l Vl r s::: 0 -l ~ m )> f'T1 Vl :z :;0 C") 0 )> )> .'-" r :;0 f'T1 0 Vl N C> C> 0) ...., ~ I-d tr:1 t3 Z r tr:1 ...., n tJ I ~ o ~ Vl :r: f'T1 f'T1 -l N C> "'T'1 (.Tl SMOOTH CURVE TO CONFORM BETWEEN POINTS @ COVER (SEE NOTE 2 TOP OF CURB CONSTRUCTION JOINT PLACE 1.0 CUBIC FOOT OF CLASS 1 PERMEABLE MATERIAL, WRAPPED IN FILTER FABRIC. AT FRONT WEEPHOLE ,,-... Xli1 <( ::oW ........ I- o <oZ 'It::! = Vl W X 9:: <.0 <( Cl.. W ::0 ~ I- ........wo = I-Z vW I ::0 W _ <( W I"") _ Vl .--.l ~I ;--1 vI I ,',..; .. <II .'.... .. ':, .:. . ~6l 2 SIDEWALK 3" CLASS 2 GGREGA TE BASE PRE-CAST INLET SEE NOTE 2 .,(- L 5/8" MINIMUM GROUTED JOINT ALONG "';~' BACK AND BOTH SIDES OF PRECAST INLET. JOINT DETAIL VARIES WITH MANUFACTURER. MAXIMUM PIPE DIAMETER=24" SEE NOTE 6 SLOPE AT 16.6% TO OUTLET OPTIONAL CONSTRUCTION JOINT WITH 3/4" X 2" KEY. JOINT AT ANOTHER LOCA TION MUST BE APPROVED BY THE PUBLIC WORKS DEPARTMENT. .16'~ SECTION A-A :c:: 0 0 Vl NORMAL 5'-0" TRANSITION " 3' NORMAL /" ;;0 )> CJ S1-6 S1-6 )> ~ )> ~ TRANSITION CJ ~ r CURB CURB )> [;I 0 /" OJ Vl :z WEAKENED PLANE JOINT :z ~ f'T1 0 f'T1 "'0 -i ROUND SIDEWALK AND CONSTRUCTION JOINT ::E -i s::: f'T1 -i CURB TO 1/8" RADIUS Vl r s::: 0 8 1/2" -i ::E OJ )> ::r: f'T1 Vl WEAKENED PLANE JOINT AROUND INLET BOTH SIDES :z ;;0 CJ 0 )> CONSTRUCTION JOINT )> r ;;0 S-'" f'T1 SLOPE VARIES 1% 0 Vl N (MIN) TO ~ (MAX) 0 0 en ~ --< ..' ~ . ""0 WEAKENED PLANE JOINT IN t'r:1 GUTTER ON EACH SIDE OF Il5/8" (MIN.) GROUTED JOINT t3 INLET SEE SIDE WEEPHOLE AGGREGATE AROUND SIDES AND BACK OF Z DETAIL BASE PRE -CAST INLET. r ~6,,1. 4' .16" I- t'r:1 ~ ~ l1.0 CUBIC FOOT OF CI 1 PERM MTL WRAPPED IN FITL TER FABRIC. n t::j I ~ o ~ Vl :r: f'T1 f'T1 -i tN o "'T'1 (J1 NOTE: PRE-CAST INLET INDICATED BY BROKEN LINES CAST-iN-PLACE CONSTRUCTION INDICA TED BY SOLID LINES. CONCRETE BELOW CONSTRUCTION JOINT SHALL BE CLASS 2 (590 LBS. PORTLAND CEMENT CONCRETE PER CUBIC YARD). SECTION B-B PRE-CAST INLET SEE NOTE 2 ~F ::f! ': "f ','. , I I . . . " <4' PLACE 1.0 CUBIC FOOT OF CLASS 1 PERMEABLE MATERIAL, WRAPPED IN FIL TER FABRIC, AT FRONT WEEPHOLE Ww UVl <(<( ~a:l Iw Z....J -0 l::c I-z Vl<( j::o DETAIL D PRE -CAST INLET ON TYPE II OR TYPE III MANHOLE BASE SEE NOTE 6 DRAINAGE INLET AGGREGA TE BASE CLASS 2 PERMEABLE MATERIAL 3" SCHEDULE 40 PERFORA TED PVC PIPE SIDE WEEPHOLE DETAIL SEE NOTE 7 6" MAX'l ll==!l "==" BOTTOM OF INLET "==" 12" (MAX.) "~ ' .:. I STEP DETAIL SEE NOTE 8 TYPE "D" INLET SCALE: NOT TO SCALE DATE: SEPTEMBER 13, 2006 DRAWN BY: MLWH V:\CAD\NEW STANDARDS APPROVED: ~~ PUBLI WORKS DIRECT CD-404 SHEET 4 OF 5 NOTES: 1. TYPE "D" INLET NOT PERMITTED WHEN STREET GRADE EXCEEDS 6%. IF GRADE EXCEEDS 6% USE TYPE "E" INLET. 2. PRECAST CONCRETE CURB INLET TO SANTA ROSA CAST PRODUCTS CO. MODEL 4A OR CHRISTY CONCRETE PRODUCTS MODEL U-37, OR EQUIVALENT. AS APPROVED BY THE PUBLIC WORKS DEPARTMENT. SEE MANUFACTURER'S CATALOG FOR DETAILS OF INLET AND CIRCULAR COVER NOT SHOWN ON THIS PLAN. COVERS SHALL HAVE A PICK HOLE FOR ACCESS. 3. WHEN CURB AND SIDEWALK ARE EXTRUDED, CONSTRUCTION JOINTS SHALL BE PROVIDED AT LOCA TlONS AS SHOWN ON THE PLAN VIEW. EXTRUDED CURB AND SIDEWALK WHICH IS DEFORMED, SHALL BE SAW CUT AT A TRUE SECTION. 4. CURB AND SIDEWALK SHALL BE CONSTRUCTED MONOLlTHICALL Y. 5. IF 'W EXCEEDS 5', CONSTRUCT PRECAST INLET ON A TYPE II OR TYPE III MANHOLE BASE AS SHOWN IN "D" ON THIS PLAN. REFERENCE STANDARD PLANS CD-408 AND CD-409 FOR MANHOLE BASE DETAILS. 60 A PIPE SHALL NOT ENTER AN INLET THROUGH A CORNER. IF PIPE EXCEEDS MAXIMUM DIAMETER ALLOWED (SEE SECTION A-A) OR THE SKEW ANGLE PREVENTS THE PIPE OPENING FROM BEING MADE IN A SINGLE WALL, CONSTRUCT A TYPE II OR TYPE III MANHOLE BASE TO ACCOMMODATE THE PRECAST INLET. SEE DETAIL "D". 7. WEEPHOLE ELEVATION VARIES DEPENDING ON THE DEPTH OF THE ADJOINING PAVEMENT SECTION. IT SHALL BE AT, OR SLIGHTLY BELOW, THE PAVEMENT SECTION SUBGRADE ELEVATION WITH A MINIMUM DEPTH OF 15" BELOW THE CURB INLET FLOWLINE. THE SIDE WEEPHOLE SHALL BE USED A T ALL "SUMP" LOCATIONS. EDGE DRAINS OR SIDE WEEPHOLES AT OTHER LOCATIONS MA Y BE REQUIRED AS SHOWN ON THE PROJECT CONSTRUCTION PLANS OR BY THE PUBLIC WORKS DEPARTMENT. WHERE THE SIDE WEEPHOLE OR EDGE DRAINS ARE NOT REQUIRED, THESE WEEP- HOLES SHALL CONFORM TO THE FRONT WEEPHOLE SHOWN ON THIS PLAN. 8. STEPS SHALL BE STEEL REINFORCED POLYPROPYLENE PLASTIC, SANTA ROSA CAST PRODUCTS CO., DWG. NO. PS2-PF OR EQUIVALENT. STEPS TO BE CAST IN PLACE OR PRESS FITTED INTO PROVIDED HOLES AS PER MANUFACTURER. INSTALL STEPS WITH LOWER RUNG 1'-0" ABOVE THE FLOOR AND HIGHEST RUNG NOT MORE THAN 6" BELOW TOP OF INLET. THE SPACING BETWEEN STEPS SHALL NOT EXCEED 1'-0" AND SHALL BE UNIFORM THROUGHOUT THE LENGTH OF THE WALL. PLACE STEPS IN THE WALL WITHOUT AN OPENING. NO STEPS REQUIRED WHERE DISTANCE FROM FLOOR OF INLET TO TOP OF INLET IS LESS THAN 2'-6". TYPE "D" INLET SCALE: NOT TO SCALE DATE: SEPTEMBER 13, 2006 DRAWN BY: MLWH V:\CAD\NEW STANDARDS SHEET 5 OF 5 CD-404