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HomeMy WebLinkAbout3247-11z I m I J X 141 cGy mm {24"� INLET INLET TYPE 2 ITYPE 1 C P_ r' T I n I\I INLET TYPE 2 r2(10") 50 m BAR fl ) 16 m Rz (5/8")36' I DETAIL OF" ANCHOR E RECTANGULAR FRAME AND COVER PER STD, PLAN 152 - HINGE COVER AT TOP OF FRAME PIPE PER IMPRO�C- M€NT OR GRADING '::�P_rTI n1\I B INLET TYPE 1 CUREl FACE I mm r— CURB FACE �1.. _ ._ �. _.._ i�-ANGHOR � � } FL -- FL POINT M POINT N -� POINT P POINT Q A PLAN 3000 mm (10`) S 3000 mm (10') TC GRADE LINE AS f S/2 SHOWN ON PROFILE TOP of CURB TOP Or CURD --- --- --FL — FL POINT P POINT Q POINT M POINT N - PPC -)FI l F S, mm J BAR SPACING mm 300 12" 240 7" 450 18" 2.401 7" 600 .240 240 71 750 30° 240 7" 900 36") 240 7") 1050 (42') 214 C 1200 48° 180 5" 1350 54' 225 E-1 2`• 1500 60tl 184 5" 1654 (66°) 180 4") 1804 72' 124 (3-1/2"} FOR S = 750 mm (30") AND LESS, USE 2 ANCHORS. OTHERWISE, USE 3 ANCHORS. FOR S = 1200 mm `() 48" AND LESS, (�/z 1 B = 75 mm (Y) USE 64x51x9.5 (2-1/2"x2"x3/8") GALV41417ED STEEL ANGI . OTHERMSE, 3 = -100 mm (4"). USE 89x76xf2. (3-1/2%3%1/2") GALVANIZED STEEL ANGLE. 1 BARS ARE #10M (J3). (3„) MIN r-- GALVANIZED STEEL — SIN SIDEWALK ANGLE ISH mm t �.” _ ✓ 100 i M � (4"� BATTER -: i2 -SEE NOTE 8 I (� 20WO mm 150 mm (8..) L MATCH' SECTION A -A 7 EXISTING F S 150 mm 1 0 mfi I` �5 u�= ` 1 OM @ 420 mm 43 @ 12") MAX OC BARS E w ,! {foFsE EI�. , C) R � h, © L q r'— 1 !sem- T! \! F V 1 1 _._ R p v AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN PROMULGATED BYTHE PtiBLIC WORKS S T ANDARQS f� FG. PARKWAY METRIC G-RE-r=NBOOK COMMITTEE REV. 19% SHEET i OF 2 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION NOTES 1. FLOOR OF BOX SHALL BE TROWLED SMOOTH. 2. IF T'HE TOE OF SLOPE IS ALLOWED WITHIN THER/Ws INLET TYPE 1 BEGINS AT THE TOE RATHER- THAN AT THE R/W LINE. 3. FOR OPEN DITCH (TYPE 2), THE 600 mm (24") EXTENSION BEYOND THE R/W LINE IS NOT REQUIRED WHEN BACK OF WALK IS 600 mm (24") OR MORE FROM THE R/W LINE, HOWEVER, THE PIPE SHALL EXTEND TO THE R/W LINE IN ANY EVENT. 4, TOP OF INLET STRUCTURE (TYPE 1 & 2) SHALL BE FLUSH WITH ADJACENT SURFACE WHERE PRACTICAL. 5. A HEADED STEEL STUD 16 mm x 160 mm WITH A 25 mm HEAD (5/8" x 6-3/8"f 1"' HEAD) ATTACHED BY A FULL PENETRATION BUTT WELD MAY BE USED AS AN ALTERNATE ANCHOR. 6. NORMAL CURB FACE AT POINT M AND Q. CURB FACE IS B + 125 mm (5"} AT POINT N AND P. 7. THE 75 mm (3") LEG OF THE 16 mm (5/8") DIA ANCHORS SHALL BE PARALLEL TO THE TOP OF SIDEWALK. 8. SLOPE = 2.0%. 9. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT EXACTLY EQUAL VALUES. IF METRIC UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE METRIC VALUES. IF ENGLISH UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE ENGLISH VALUES. HOWEVER, ASTM 615 REINFORCING STEEL MAY BE SUBSTITUTED FOR ASTM 615M STEEL. AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA C14APTER 17 STANDARD PLAN METRIC PARKWAY DRAIN 151 - 1 SHEET 2 OF 2 PARKWAY DRAIN 1 NOT TO SCALE 1 1 PROP. RIVER ROCK PER LANDSCAPING AND IRRIGATION PLANS 90% COMPACTED NATIVE SU 0� AC PAVEMENT MONOLITHIC WITH CURB PROP. AC CURB Er DIA. PVC SLEEVE r-Rvr-. mr_v. %.vnv i r=nxmn- AC PAVEMENT PCC PAVEMENT PACTED NATIVE SUBGRADE P.-GCORD Du'vimc, o(P/o1