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CD-406 Type "F" Inlet I" W 'I DOWELS- TYP. ALL FOUR CORNERS < 0 0 Vl .. ;0 )> () ~ -h)> -i )> #4 DEFORMED BARS WEAKENED PLANE )> ~ ~ r 0 Vl ~ EACH WAY JOINT IN SIDEWALK /{D rTl :z :z -< ""0 0 WEAKENED PLANE WEAKENED PLANE JOINT rTl .. -i :E rTl -i JOINT IN SIDEWALK OR CONSTRUCTION JOINT ~ Vl ~ (D -i SEE NOTE 3 -i r rTl 0 ~ _ -.fONSTRUCTION~OINL _ )> ~ ;0 Vl :z () ---------- 0 .VJ )> ----------- ---------- )> r ;0 rTl WEAKENED PLANE JOINT ROUND EDGE OF 0 I'V Vl 0 OR CONSTRUCTION SIDEWALK AND CURB TO 0 en JOINT SEE NOTE 3 1/4" RADIUS ALONG 1 1{2" 6 6 CONSTRUCTION JOINT ,..., SEE NOT 2 (SIDEWALK SEE NOTE 3 ~ i j 'i::I t'r.l SCOREMARK SCOREMARK ~ I I I I WEAKENED CURB HEIGHT=6" Z TRANSITION ZONE PLANE JOINT IN CURB HEIGHT =8 1/2" ,- SHAPE AS REQUIRED r I I GUTTER ON I I t'r.l TO CONFORM EACH SIDE OF I I ,..., INLET I I TRANSITION ZONE 5' ~II SHAPE AS REQUIRED I I A I I TO CONFORM GUTTER LIP TO CONFORM TO L1_ _.-<:: = = SI 3' NORMAL STREET SECTION (5' IN SUMP CONDITION) n Vl PLAN :r: rTl t::j rTl -i I ~ 0 0 .." 0'\ -l>- < 0 .. :;0 -h")> )> ~ o ~~ (""T1 .. ~ ~ ~~ )> ::r: :z o )> :;0 o (/l o (/l )> ('") -i )> !:l r !:l ~ :z -i 0 (""T1 -i ~ OJ a (""T1 :;0 Vl ('") J.N )> M N o o 0> n ~ u ~ I N ~ 0 o .." 0\ ~ ~ ~ "i::l tr.l ~ NORMAL 51-6 CURB 5' TRANSITION & V ARIES SEE NOTE WEAKENED PLANE JOINT lN GUTTER ON EACH SIDE OF INLET FLOW ---- 4 V ARIES 3' TRANSITION SLOPE VARIES 1% (MIN.) TO 6% (MAX.) ---- NORMAL S1 6 CURB WEAKENED PLANE JOINT \ CONSTRUCTION JOINT ,;F~,;\'!}f '! ;~";,0;~i)SiiXt.,;~t Vi: ?S~t5f\i!tt~;:;;~ttt~f.~~~.":~:1;fG i:W:?::t\!}\ 4V~S tr',~;'~'{ WEAKENED PLANE "- JOINT CONSTRUCTION J PCC GUTTER JOINT -1 STEEL LIST MATERIAL QUANTITY W=4 W-7 4 DEFORMED BARS AGGREGATE BASE L-4-8 7 L-3 -2 10 16 CLASS 2 PERMEABLE MATERIAL L-1 -1 3 3 L-1 -6 4 3" SCHEDULE 40 L -1 -3 4 L-O -8 4 4 PERFORATED PVC PIPE L -7 -8 7 L -2 -9 4 L - 3-0 4 rNiE~ ~TEElli 1 1 1 ~T\~ z ~ ~ SIDE WEEPHOLE DETAIL SEE NOTE 6 W - SEE NOTE 1 ~ SECTION B-B P-\S~E~ NOTE 2 SEE SIDE WEEPHOLE DETAIL TOP SLAB DETAILS SEE CITY STD PLAN CD261 TOP OF CURB #4X8" DOWELS @ (EACH CORNER .,~-hl ..., =-r 17" l=! PLACE 1.0 CUBIC FOOT OF CLASS 1 ~ PERMEABLE MATERIAL, WRAPPED IN w FILTER FABRIC, AT WEEPHOLE w Vl I SLOPE AT 6: 1 I #4 @ 12" EA WAY WHEN "H" IS GREATER ::r: TO OUTLET THAN 6' (THESE TWO WALLS ONLY) : ".., SEE NOTE 8. "0 ,,::.::/<:<'~'>.:t ~ I 1 3' I I OPTIONAL CONSTRUCTION JOINT WITH 1 --i T . . T ~ 3/8" X 3 5/8" KEY. JOINT AT ANOTHER LOCA TION MUST BE APPROVED BY THE PUBLIC WORKS DEPARTMENT. SECTION A-A NOTES: 1. FOR STREET GRADES LESS THAN OR EQUAL TO 6% "W"=4'-0". FOR STREET GRADES GREATER THAN 6%, "w" = 7' -0" SEE STEEL LIST ON SHEET 2 FOR REQUIRED STEEL. 2. "T"=6 INCHES IF "H" IS 4 FEET OR LESS. ''T''=8 INCHES IF "H" IS GREATER THAN 4 FEET AND LESS THAN 8 FEET. 'T=10 INCHES IF "H" IS GREATER THAN 8 FEET AND LESS THAN 12 FEET. 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. TYPE"F" INLET SCALE; NOT TO SCALE DA TE: SEPTEMBER 13, 2006 DRAWN BY:MLWH V:\CAD\NEW STANDARDS SHEET 3 OF 4 CD-406 NOTES (CONTINUED): 4. CURB AND SIDEWALK SHALL BE CONSTRUCTED MONOLlTHICALL Y. WHEN THE BASIN IS TO BE CONSTRUCTED WITHIN THE LIMITS OF A PROPOSED SIDEWALK OR IS CONTIGUOUS WITH THE SIDEWALK USING THE SAME CLASS OF CONCRETE AS IN THE SIDEWALK. 5. IF ''H'' EXCEEDS 12', CONSTRUCT PRECAST INLET ON A TYPE III MANHOLE BASE SEE STANDARD PLAN CD-409 FOR MANHOLE DETAIL. 6. A PIPE SHALL NOT ENTER THE INLET THROUGH A CORNER. IF PIPE EXCEEDS 36" IN DIAMETER, OR THE SKEW ANGLE PREVENTS THE PIPE OPENING FROM BEING MADE IN A SINGLE WALL, CONSTRUCT A TYPE III MANHOLE BASE PER STANDARD PLAN CD-409. 70 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". 9. CURVATURE OF THE LIP AND SIDEWALKS AT GUTTER OPENING SHALL BE FORMED BY CURVED FORMS AND SHALL NOT BE MADE BY PLASTERING. 10. INLET AND OUTLET PIPES SHALL BE TRIMMED TO THE FINAL SHAPE AND LENGTH BEFORE CONCRETE IS POURED. 11. ALL EXPOSED SURFACES IN THE BASIN SHALL CONFORM IN SLOPE, GRADE, COLOR, FINISH AND SCORING TO EXISTING OR PROPOSED CURB AND SIDEWALK ADJACENT TO THE INLET. 12. WHEN THE BASIN IS TO BE CONSTRUCTED WITHIN THE LIMITS OF A PROPOSED SIDEWALK OR IS CONTIGUOUS TO SUCH A SIDEWALK, THE TOP OF THE BASIN SHALL BE POURED MONOLlTHICALL Y WITH THE SIDEWALK USING THE SAME CLASS OF CONCRETE AS IN THE SIDEWALK. 13. 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 MAY BE PROVIDED BY THE PUBLIC WORKS DEPARTMENT, CHECK YOUR PERMIT CONDITIONS OR CONTRACT SPECIAL PROVISIONS. :\" OUU!]/, 6~~ II! ~~~ ~ 19~~ 2 ~~~ {' ,~ <1l{FbR~ " TYPE"F" INLET SCALE: NOT TO SCALE DATE: SEPTEMBER 13, 2006 DRAWN BY:MLWH V:\CAD\NEW STANDARDS APPROVED: . ~ ~~ SHEET 4 OF 4 ~ORKS DIRECT R CD-406