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Home My WebLink About2032-8AIR VALVE LOCATION REVISION BY DATE STANDARD DRAWING W 119 a WRAPPER BMEQBCING_YYLiAe U2 I : THICKNESS (SEE CHART BELOW) SEE DETAIL BELOW R A W FACE OF CURB t (inches) 6-1.0 z 0 12 4 0-1.4 0.1345 .2xD2. I 10-16 I MINIMUM I 18 j -.---SEE NOTE HEREON 0.1345 20 D2 BACK OF SIDEWALK 18" FOR I" OR 2" AIR VALVE 14-v24 24" FOR 4" AIR VALVE MATCH SIDEWALK ELEVATION 10-30 _j 1 -- of 36 20-36 AIR VALVE COVER AND PAD 42 PER STANDARD DRAWING W121. 0.3125 5' SIDEWALK 42 6-18 FACE OF CURB GRAPHITE AND OIL. 1. AIR VALVE COVER AND PAD 0 PER STANDARD DRAWING WILL j z 0 UJ J1 Iz CLASS 2 0t000LPLQ S4 CONCRETER OD -"MATCH SIDEWALK ELEVATIDW-`�.":,'i ON ALL SIDES e F R I OR 2 AIR VALVE 1AJ f0ft.4 Alij V.ALV E oN J z 6!'MINIMUM--4 BACK OF SIDEWALK PROPERTY LINE-------""� 8' SIDEWALK OR GREATER W jz FACE OF CURB RIO 18" FOR I" OR 2" AIR VALVE CH ELEVATION OF CURB 24" FOR 4" AIR VALVE 0 - AIR VALVE COVER AND PAD PER STANDARD DRAWING W121. NO SIDEWALK NOTE, 1) SET BACK OF PAD 6" FROM PROPERTY LINE WHEN THERE IS NO EXISTING CURB. AIR VALVE LOCATION REVISION BY DATE STANDARD DRAWING W 119 a WRAPPER BMEQBCING_YYLiAe U2 I : THICKNESS (SEE CHART BELOW) SEE DETAIL BELOW R A W D2 (inches) t (inches) 6-1.0 NO REINFORCING REQUIRED 8-12 0. 1.345 12 14 0-1.4 0.1345 .2xD2. I 10-16 I MINIMUM I 18 j -.---SEE NOTE HEREON 0.1345 20 D2 _D SHikl_L BE SAME A5 24 14-v24 OF REINFORCING COLLAR ER NESS WRAPPER AS THICK WRAPPER 10-30 _j 1 -- of 36 20-36 0.3125 42 20-42 0.3125 DETAIL REINFORCING WRAPPER D (Inches) D2 (inches) t (inches) 6-1.0 NO REINFORCING REQUIRED 8-12 0. 1.345 12 14 0-1.4 0.1345 16 10-16 0.1345 18 10-10 0.1345 20 12-20 0.1345 24 14-v24 0.1.075 30 10-30 0.2500 36 20-36 0.3125 42 20-42 0.3125 COLLAR D2 f !EAEQB_G] N -G. _C.OL L AR__ I.D.=02 O.D.=2x02, MINIMUM SEE DETAIL BELOW--\ I -z THICKNESS (SEE CHART BELOW) ? __1 tMOADDIVO "FMCING COLLAR OR SPECIFIED REINFORCING COLLAR D1 (Inches) D2 (inches) (21-6"x4' 011), OUICKSET OR APPROVED EQUAL 0 t; (Inches) 6-1.0 NO REINFORCING REQUIRED_ 12 6 0.1345 14 6 0.1345 1.6 6-8 0.1.345 18 6-0 0.1345 20 6-10 0. 345 24 6-12 0,1875 30 2) BOLTS SHALL BE STANDARD HER HEAD MACHINE PER 0,2500 36 6-10 0,3125 42 6-18 0.3125__, NOTE% 1) VIIIEN TVIO OUTLETS ARE TO BE CONSTRUCTED, A REINFORCING WRAPPER SHALL BE USED WITH WIDTH BASED ON OUTSIDE DIAMETER OF LARGEST OUTLET. WELDED STEEL PIPE REINFORCING DETAIL STANDARD DRAWING W156 REVISION BY DATE 0 W 4" FOR I" OR 2" AIR VALVE 6" FOR 4!* AIR VALVE STANDARD WEIGHT PIPE 2:: DIAMETER FOR I" OR 2" AIR VALVE 4 DIAMETER FOR 4" AIR VALVE 10 GAGE STEEL ROUND PLATES WITH OPENING TO MATE STANDARD WEIGHT fIIPE 1/2" WIDE STAINLESS STEEL BANDS, BAND -IT OR APPROVED EQUAL (TYPICAL OF 2) 10 G ,AGE FLAT EXPANDED METAL MESH (3/4 OPENING), TACK WELDED TO STEEL PLATES 22 GAGE 8 X 8 BRONZE OR BRASS WIRE CLOTH 10 GAGE STEEL 'ROUND PLATE NOTES 1) AIR VALVE SCREEN (EXCE.PT WIRE CLOTH AND STAINLESS STEEL BANDS) SHALL BE PAINTED IN ACCORDANCE WITH THE BASIC PAINTING' SPECIFICATIONS. THE FINAL TWO COATS SHALL BE DESERT -TAN (KOPPERS NUMBER 111). AIR VALVE SCREEN STANDARD DRAWING W120 REVISION BY DATE PRECAST CONCRETE VAULT BROOKS 733A, QUICKSET, OR APPROVED EQUAL WITH 3/8" BOLT -DOWN DIAMOND PLATE 39-3/4 STEEL SQUARE FINISHED GROUND SURFACE SLOPE TO DRAIN QN e Z/z 211 X, � `�y�!��/� 33-1/2" z SQUARE I �.,-'�.. �''-._-•-o•'�' WELL COMPACTED EARTH, Ali 90% MINIMUM SIC CLASS C (2000 PS. 4.5 SACK) 12 CONCRETE FOUNDATION SECTION "A -Al' 47-1/2" -A SQUARE 0. J,. so Zis -05: .0.0 o 3 0 3 owl 12" MINIMUM 6 23-1/2" SQUARE NQ 4 REINFORCING BAR P. 6" PLAN VIEW NOTES 1) DEPTH OF VAULT SHALL BE INCREASED BY ADDITION OF If'OR 16" SECTIONS, AS SPECIFIED. 2) VAULTS LOCATED IN SIDEWALK AREAS SHALL HAVE A SIDEWALK FRAME AND COVER, NINE PARKWAY VAULT I STANDARD DRAWING .W141 REVISION BY DATE I 0 DIAMETER AS REQUIRED TO FIT 211 TIGHTLY OVER PIPE 211 1/2" DIAMET�R STEEL HANDLES SEE DETAIL A:'(TYPICAL OF 2 IZ GAGE STEEL CAP 8 EQUALLY SPACED HOLES ox,'.ywumm pgag'.g:g-ng" AROUND PIPE. 0 I"PIAMETER FOR I" OR -'..:> W Z AIR VALVE. > _J W 2" DIAMETER FOR 4"a > U AIR VALVE. fi-M 5, I 12 GAGE STEEL BRACEt N. ..... .... . V._. (4 REQUIRED, EQUALLY-�' AR. SPACED AROUND PIPE) 4.6% 1" NOTCHES EQUALLY SPACED AROUND PIPE OF !AIR 12 GAGE STEEL BAND DIAMETER AS :R REQUIRED TO FIT TIGHtLY AROUND W.. 1/4 V j TECHITE PIPE. �'XZ%1/411 ', STEEL PLATE- SEE DETAIL "El" It B It QD 6" It A It VT It. 7, SEE SECTION "B -B" Go SEE SECTION "A -ATI 36" SQUARE FOR I "OR 2" AIR VALVE 46" SQUARE FOR 4" AIR VALVE ug" WAIT It If It 11 it If It DETAIL A DETAIL B SECTION "A -A" SECTION B -B 1/2 DIAMETER HOLE 77- 3-1/411 1 4 .9 T 611 1 'to ID 3 4:4 r, I _00 7 E:5 /2 1 3/11 4 • „ ' b •• I • 11 NOTES -14 2.4 1) COVER, BRACKETS AND LIFT HANDLES SHALL BE PAINTED IN ACCORDANCE WITH THE BASIC PA I fIT I NG. SPECIFICATIONS. THE FINAL TWO COATS SHALL BE DESERT TAN (KOPPERS NUMBER 111). 2) BRACKETS SHALL BE CONSTRUCTED OF 1/11" STEEL. AIR VALVE COVER STANDARD DRAWING W121 REVISION BY DATE t (21-6"x4' 011), OUICKSET OR APPROVED EQUAL 0 IMPROVED FINISHED WITH 5/8 noLi.DOWN DIAMOND PLATE STEEL ..'o. GROUND SURFACE TRAFFIC COVER, BROOKS 200-18, OUICKSET OR APPROVED EQUAL, WATERMAIW NOTES: OUTLET PLATE SAME THICKNESS AS WATERMAIN 1) ALL STEEL SURFACES INCLUDING BOLTS SHALL BE PIPE CYLINDER, 3/16" MINIMUM FIELD COATED WITH AN APPROVED BITUMASTIC. 2) BOLTS SHALL BE STANDARD HER HEAD MACHINE PER SECTION "A -A" ASTM A-307, GRADE B. HEX NUTS SHALL BE COLD PRESS SEMI -FINISHED STEEL PER ASTM A-194, ow GRADE *2H'. THREADS SHALL BE LUBRICATED WITH GRAPHITE AND OIL. 1. 0 Iz CLASS 2 0t000LPLQ S4 CONCRETER 1AJ J z PRECAST CONCRETE VAULT BROOKS W-200 SERIES (21-6"x4' 011), OUICKSET OR APPROVED EQUAL 0 IMPROVED FINISHED WITH 5/8 noLi.DOWN DIAMOND PLATE STEEL GROUND SURFACE TRAFFIC COVER, BROOKS 200-18, OUICKSET OR APPROVED EQUAL, WATERMAIW NOTES: OUTLET PLATE SAME THICKNESS AS WATERMAIN 1) ALL STEEL SURFACES INCLUDING BOLTS SHALL BE PIPE CYLINDER, 3/16" MINIMUM FIELD COATED WITH AN APPROVED BITUMASTIC. 2) BOLTS SHALL BE STANDARD HER HEAD MACHINE PER SECTION "A -A" ASTM A-307, GRADE B. HEX NUTS SHALL BE COLD PRESS SEMI -FINISHED STEEL PER ASTM A-194, GRADE *2H'. THREADS SHALL BE LUBRICATED WITH GRAPHITE AND OIL. 1. 4 Iz CLASS 2 0t000LPLQ S4 CONCRETER 3-I/2 CLASS C (2000 P51, 4.5 SACK) CONCRETE FOUNDATION 1Q (21411 J�Z12 MINIMUM 1. IIA All ELL COMPACTED EARTK.900/6 MINIMUM J t 06, % N04 REINFOnCING BAR. (TYPICAL) 12 MINIMUM Y, 3 A II A` PLAN VIEW TRAFFIC VAU LT STANDARD DRAWING W142 REVISION TBY I DATE BLIND FLANGE 1/2" MINIMUM BOND BREAKING SCREW- DRILL AND TAP 2 HOLES FOR FLANGE TWO - 3/4 'DIAMETER BRASS CAP SCREWS, 10 N.C.- 2 X FULL LENGTH, IN PLACE. A I PLUG -WATERMAIN 412 3/4" DIAMETER STEEL LIFT HANDLE (TYPICAL OF 2) PLAN DRILL AND TAP FOR I" STANDARD SQUARE HEAD PIPE PLUG. 2411 N 1/4 3/4" DIAMETER STEEL LIFT HANDLE INSIDE DIAMETER - (TYPICAL OF 2) \1 10" 10" - I 1/8" RING GASKET, "CRANITE" OR I �1 A.W.W.A. C-207 CLASS "E" OR 3'ANSI 816.5 CLASS 150 FLANGE APPROVED EQUAL. _ F" AND BLIND FLANGE. EINFORCE PER STANDARD DRAWING W136, WELD FLANGE TO OUTSIDE OF MORTAR COATING CYLINDER PER A.W.W.A. ('208LATEST 12 CEMENT MORTAR LINING PER SPECIFICATIONS 7* CLASS C (2000 P51, 4.5 SACK) CONCRETE FOUNDATION 1Q (21411 J�Z12 MINIMUM 1. IIA All ELL COMPACTED EARTK.900/6 MINIMUM J t 06, % N04 REINFOnCING BAR. (TYPICAL) 12 MINIMUM Y, 3 A II A` PLAN VIEW TRAFFIC VAU LT STANDARD DRAWING W142 REVISION TBY I DATE BLIND FLANGE 1/2" MINIMUM BOND BREAKING SCREW- DRILL AND TAP 2 HOLES FOR FLANGE TWO - 3/4 'DIAMETER BRASS CAP SCREWS, 10 N.C.- 2 X FULL LENGTH, IN PLACE. A I PLUG -WATERMAIN 412 3/4" DIAMETER STEEL LIFT HANDLE (TYPICAL OF 2) PLAN DRILL AND TAP FOR I" STANDARD SQUARE HEAD PIPE PLUG. 2411 N 1/4 3/4" DIAMETER STEEL LIFT HANDLE INSIDE DIAMETER - (TYPICAL OF 2) \1 10" 10" - I 1/8" RING GASKET, "CRANITE" OR I �1 A.W.W.A. C-207 CLASS "E" OR 3'ANSI 816.5 CLASS 150 FLANGE APPROVED EQUAL. _ F" AND BLIND FLANGE. EINFORCE PER STANDARD DRAWING W136, WELD FLANGE TO OUTSIDE OF MORTAR COATING CYLINDER PER A.W.W.A. ('208LATEST 12 CEMENT MORTAR LINING PER SPECIFICATIONS WATERMAIW NOTES: OUTLET PLATE SAME THICKNESS AS WATERMAIN 1) ALL STEEL SURFACES INCLUDING BOLTS SHALL BE PIPE CYLINDER, 3/16" MINIMUM FIELD COATED WITH AN APPROVED BITUMASTIC. 2) BOLTS SHALL BE STANDARD HER HEAD MACHINE PER SECTION "A -A" ASTM A-307, GRADE B. HEX NUTS SHALL BE COLD PRESS SEMI -FINISHED STEEL PER ASTM A-194, GRADE *2H'. THREADS SHALL BE LUBRICATED WITH GRAPHITE AND OIL. 1. 1 MANWAY INSTALLATION REVISION B Y DAT E STANDARD DRAWING W122 RECORD DRAWING The information on this drawing is obtained from others and must be verified in the field by anyone prior to use for construction. J.P. KAPP & Assoc. is not responsible for underground facility locations or depictions. All above ground facilities cc-nbe readily seen and verified by the parties that intend to use same. Of HS/0- No. 22015 I xp 9-30-93 X C_(v I L ape Fontana Standard Sheet - 62[0,27]PF, 364001 1595 15 -Aug -90 1001