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CD-405 Type "E" Inlet :<; 0 0 Vl ;0 :> (") c=; :> -i :> ~ f':1 r :> f':1 0 ~ CD Vl :z ~ rr1 0 rr1 IJ -i :E s:::: -i rr1 -i Vl r s:::: 0 -i ~ CD :> rr1 Vl :z ;0 (") 0 :> :> S"" r ;0 rr1 0 Vl I'V 0 0 0> >--:! ~ ""0 trj ~ Z ~ trj >--:! CONSTRUCTION JOINT OR WEAKENED PLANE JOINT SEE NOTE 3 BACK OF SIDEWALK 5' PRE-CAST CONCRETE CURB SEE NOTE 1 WEAKENED PLANE JOINT IN SIDEWALK CONSTRUCTION JOINT OR WEKENED PLANE JOINT SEE NOTE 3. GALLERY OUTLINE 3 1/2"X3 1/2"X1/4" ANGLE NOSING 5" (MIN,)~/ ______ FLOW 3' D TRANSITION CURB HEIGHT FROM 6" TO 8" NOTE: n ::J: rr1 U rr1 -i I ,.J:::.. 0 0 ., Vl (J1 ~ TYPE "D" INLET WITH PRE-CAST OPENING (LEFT OR RIGHT) TO CONSTRUCTION JOINT ACCOMMODA TE GALLERY OUND EDGE OF SIDEWALK AND CURB TO 1/8", RADIUS ALONG CONSTRUCTION JOINT SIDEWALK SEE NOTE '4 - - SEE NOTE 7 /1-------- -------1- F BERGLASS L1NER~ - 5" SCOREMARK SCOREMARK CURB HEIGHT =6" CURB HEIGHT =8 1/2" TRANSITION TRANSITION ZONE CONFORM GUTTER LIP TO STREET SECTION 6' -6" GALLERY SECTION WEAKENED PLANE JOINT IN GUTTER ON EACH SIDE OF INLET "A" - 48" WHEN STREET GRADE IS LESS THAN 3% "A" - 24" WHEN STREET GRADE EXCEEDS 3% PLAN 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, :e:;. CJ CJ Vl :::0 > (") ,.....- > -i > (") :E !:I r > Z !:I CJ ~ (J) Vl Z ~ f"T1 0 f"T1 \J -i :E M 3:: -i Vl r 3:: 0 -i ~ (J) > f"T1 Vl Z :::0 (") CJ > > !-N r :::0 f"T1 CJ Vl N 0 0 m ..., ~ ""d trj ~ Z r trj ..., n u I ~ o Vl Vl ::I: f"T1 f"T1 -i N o " U1 OPENING FOR FIBERGLASS GALLERY LINER ROUND TO 1/8" RADIUS AROUND INLET SIDEWALK 3" CLASS 2 AGGREGA 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 MANUFACTURE. SIDE WEEPHOLE MAXIMUM PIPE DIAMETER=24" SEE NOTE 6 SEE STEP DETAIL 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 ENGINEER. COVER SEE NOTE 1 3" DIAMETER WEEPHOLE BETWEEN POINTS @ NORMAL GUTTER 10 1/2" TOP OF CURB, L~ ___ CONSTRUCTION JOINT 1 j JL 4~ - PLACE 1.0 CUBIC FOOT OF CLASS I 1 PERMEABLE MATERIAL, WRAPPED IN FILTER FABRIC, AT FRONT WEEPHOLE ~~<.O = a:: Vl m IW I"") . 01- x<(o <(oz ::0 SECTION A-A < 0 0 Vl .. :::0 )> " ........- )> -i )> " ~ !:l r )> !:l 0 ........- CD Vl :z :z ~ 0 rr1 rr1 ::E \J -i Vl s::: M -i r s::: 0 -i ~ CD )> rr1 Vl :z :::0 " 0 )> )> r :::0 ~ rr1 0 Vl N C> C> 0") ---3 ~ ~ t'11 ng Z t-l t'11 ---3 n o I ..a:::.. <0 Vl Vl :r: rr1 rr1 -i (.,.J C> "'T'1 (Jl .'. <; ,: ::..' :':,:, :'", <:;,,~ ,'~/,: '~::"'~"":~''"''~,: ::/',.':' ':;.'-, :' ~ GALLERY FLOWLINE - CONSTRUCTION JOINT OR ~ WEAKENED PLANE JOINT C SEE NOTE 3 NORMAL Sl-6 3' CURB TRANSITION ~ 6' 6" GALLERY SECTION WEAKENED PLANE JOINT IN GUTTER ON EACH SIDE OF INLET 3 1/2"X3 1/2"X1/4" ANGLE NOSING 1 "DIA. SUPPORT BOLT EMBED HEAD IN CONCRETE ~ 5' PRE CAST INLET 3' TRANSITION NORMAL S1 6 CURB ROUND SIDEWALK & CURB TO 1/8" RADIUS CONSTRUCTION JOINT OR AROUND INLET WEAKENED PLANE JOINT SEE NOTE 3 8 1/2" BOTH SIDES SLOPE VARIES =--- 10 1/2" BOTH SIDES . .:-:.~.~. '.:~ ':':~'.<~ ~'. .~~ :'.~: :~..r~.' ':~'. ::;.~;~ ~ 5/8" (MIN) GROUTED JOIN AROUND SIDES AND BACK OF PRE -CAST INLET. SEE SIDE WEEPHOLE DETAIL 4' ~ 6"~ CAST -IN-PLACE BASE L PLACE 1.0 CUBIC FOOT OF CLASS 1 ~ PERMEABLE MATERIAL, WRAPPED IN FILTER FABRIC, AT FRONT WEEPHOLE SECTION B-B ,,-... ~ ::0 ........ 00 ~ SECTION C-C DIMENSION "B" VARIES FROM 5" TO 4 1/2" DRAINAGE INLET WEEPHOLE ~.' ~. "'~'.~ ':..~ ~.:........' . AGGREGA TE BASE CLASS 2 PERMEABLE MATERIAL 3" SCHEDULE 40 PERFORA TED PVC PIPE ..... ':: ~~ ~"1-1:':;:;'~';" :....""1r::f..:.<...,~-: .~:;-_(.~:.r.;l . ' ";"~<:~::'.r: -;~...;.~:,,;,.;;..;;. .; 3' (MIN.) SIDE WEEPHOLE DETAIL SEE NOTE 8 I!==!l 6" MAX'l I!==!l 12" (MAX.) 't STEP DETAIL SEE NOTE 10 BOTTOM OF INLET I!==!l TYPE "E"INLET SCALE: NOT TO SCALE DATE: SEPTEMBER 13, 2006 DRAWN BY: MLWH V:\CAD\NEW STANDARDS APPROVED: ~~~<(.~ SHEET 4 OF 5 PUBLIC WORKS DIRECTOR CD-405 NOTES: 1. THE PRE-CAST CONCRETE CURB INLET SHALL BE SANTA ROSA CAST PRODUCTS CO. MODEL 4A, OR CHRISTY CONCRETE PROD. MODEL U-37, OR EQUAL AS APPROVED BY THE PUBLIC WORKS DEPARTMENT. SEE MANUFACTURER'S CATALOG FOR DETAILS OF INLET AND CIRCULAR COVER NOT SHOWN ON THIS PLAN. PROVIDE PICK HOLE FOR COVER. 2. FIBERGLASS LINER FOR GALLERY SHALL BE SANTA ROSA PRODUCTS CO. MODEL 6Y OR APPROVED EQUIVALENT. 3. WHEN CURB AND SIDEWALK ARE EXTRUDED, CONSTRUCTION JOINTS SHALL BE PROVIDED AT LOCA TIONS "D" AS SHOWN ON PLAN VIEW. EXTRUDED CURB AND SIDEWALK WHICH IS DEFORMED, SHALL BE SAW CUT AT A TRUE SECTION. 4. CURB AND GALLERY SECTION AND SIDEWALK SHALL BE CONSTRUCTED MONOLlTHICALL Y. 5. IF ''H'' EXCEEDS 6', CONSTRUCT PRE-CAST INLET ON A TYPE II OR TYPE III MANHOLE BASE AS SHOWN IN DETAIL "D" STANDARD PLAN CD-404, TYPE D INLET", REFERENCE STANDARD PLANS CD-408 AND CD-409 FOR MANHOLE BASE DETAILS. 6. A PIPE SHALL NOT ENTER IN 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" ON STANDARD PLAN CD-404, TYPE D INLET. 7. BLOCK OUT PORTION OF CAST -IN-PLACE BASE AS REQUIRED TO PERMIT CONSTRUCTION OF GALLERY TO INSIDE FACE OF BASE, AND FILL IN WHEN GALLERY CONCRETE IS PLACED. 8. 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 AT ALL "SUMP" LOCATIONS. EDGE DRAINS OR SIDE WEEP HOLES AT OTHER LOCATIONS MAY 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 WEEPHOLES SHALL CONFORM TO THE FRONT WEEPHOLE SHOWN ON THIS PLAN. 9. CONCRETE BELOW CONSTRUCTION JOINT SHALL BE CLASS 2 (590 LBS. PORTLAND CEMENT CONCRETE PER CUBIC YARD) CONCRETE ABOVE CONSTRUCTION JOINT SHALL BE CLASS 3 (505 LBS. PORTLAND CEMENT CONCRETE PER CUBIC YARD). 10. 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 l' -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". ~" O''f._-PUIl{ 6~~ II!. ~~~ ~ 19~~ 2 ~~~ (' \~ <'Ill FOR~ TYPE "E"INLET SCALE: NOT TO SCALE DATE: SEPTEMBER 13, 2006 DRAWN BY: MLWH V:\CAD\NEW STANDARDS ~..~ ~ SHEET 5 OF 5 PUBLI WORKS DIRECT CD-405