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Home My WebLink About5385-4NOTES I. IF THE TOP OF SLOPE IS ALLOWED WITHIN THE R/W, INLET CASE I BEGINS AT THE TOP RATHER THAN THE R/W LINE. 2 FOR OPEN DITCH (CASE INLET AI), THE 24' (600 mm) EXTENSION BEYOND THE R/W LWE IS NOT REQUIRED 1111HEN BACK OF WALK IS 24' (800 mm) OR MORE FROM 7HE R/MI UNE: HOWEVER, PIPE SHALL OCH3 D TO R/W LINE. 3. 70P OF INLET STRUCTIW (CASE I AND N) TO BE FLIM wTH AIMACENT SURFACE WHERE PRACTICAL 4. CONSTRUCT PCC WALK WHEN SPECIFIED ON PLAINS. 7HE CONTRACT PRICE PAD FOR POC WALK LIEN SHALL NCiIDE MMU( CONSTRUCTED IN CON.NICiION VM PARKTAKY CULVERT. 5. W EMALS NWAM OF PIPES (MAXUM OF 7HfIEE) AS SP£CEWD ON PLANS. 8. INLET CASE TO BE SPECIFIED ON PLANS. 7. ANGLE A EQUALS 0', UNLESS OTHERIMSE SPECIFIED. & TYPE. DIMENSIONS AND ELEVATIONS OF P.C.C. CURB AND GUTTER PER PLANS. 9. UNLESS OTHERWASE SPECIFIED. FRAME AND GRATE FOR CASE N INET SHALL BE GALVANIZED CAST IRON. WEIGHT OF FRAME AND GRATE SHALL BE 80 LBS (36 kg). 10. AT LOCATIONS WITH LESS THAN 8' (200 mm) CURB FACE. USE SxS-10/10 8' (x00 m) BEYOND THELEDGE OF CAST IRON PIPES. VANIZED WIRE FABRIC. WIRE FABRIC SHALL EXTEND 0 a R, 7 OIERALL Idr6 mm) E• 00000000 as �a A1E11 � IL 1_ Urn t3 [3iS am x Me m� I_ If * TY (4= Nim r 432 Rod TOP OF GRATE SECTION THRU FRAME GRATE FOR CASE 11 INLET OPTIONAL SIDE (SEE NOTE 3) OF � a >- 'p .-. BLANKET (TMP) CONCRETE BLANKET I 2 CLM (226 -C� CONCRETE , N 1 (TMP) Z - Da/2 FOR D 7 15' �375 mm) UNDISTURBED EARTH (TYP) - 3L6/4 FOR D 1 15 (375 mm) EXISTING PIPE (150(mmmm) MIN OUTSIDE OF PIPE BELL )) CONCRETE BLANKET (FOR EXISTING PIPES CROSSED OVER BY A NEW PIPE) NOTES: 1. CONCRETE BLANKET IS REQUIRED MEN THE CLEARANCE BETWEEN THE TOP OF THE EXISTING PIPE AND THE (BOTT((OM OF THE CROSSING PIPE IS LESS THAN •18" (450 mm). 2. THE BUS 79; OF PO TNEm)_ MIN NG PIPE S LERE THE SS THANCE AN Y. THE EN THE TOP OF CONCRETE SHALLHBEEXISTING POPE AND PLACED BETWEEN THE PIPES AND AROUND THE SIDES OF THE CROSSING PIPE UP TO A LEVEL EQUAL TO Y ABOVE THE EXISTING PIPE, OR AS REQUIRED BY NOTE 3 BELOW, WHICHEVER IS HIGHER. 3. X l),Q MINIMUM, TO PROVIDE BEDDING MATERIAL FOR THE CROSSING CONDUIT. MEN X IS LESS THAN 7 1� MINIMUM, THE ENTIRE TOP SURFACE OF THE BLANKET SHALL BE RAISED TO MAKE CONTACT WITH THE LOWER 90' OF THE CROSSING PIPE. 4. THE BLANKET SHALL EXTEND LONGITUDINALLY TO THE FIRST JOINT BEYOND THE TRENCH EXCAVATION AT EACH END OF THE BLANKET, EXCEPT THAT THE BLANKET NEED NOT BE EXTENDED MORE THAN 4' (1.2m) BEYOND THE TRENCH. 5. WHENEVER A PIPE BELL IS ENCOUNTERED WITHIN THE LIMITS OF THE BLANKET, ALL DIMENSIONS SHALL REFER TO THE BELL. INVERT SLAB OF ARCH OR BOX SECTION (CROSSING CONDUIT)- UNDISTURBED ONDUIT)-UNDISTURBED 50 NO MINIMUM STYROFOAM OR COMPRESSIBLE EXISTING PIPE/�'"� OUTSIDE OF PIPE BELL- t COMPRESSIBLE BLANKET (FOR EXISTING PIPES CROSSED OVER BY A NEW BOX OR ARCH) NOTES: 1. COMPRESSIBLE BLANKET IS REQUIRED WHEN THE CLEARANCE BETWEEN THE TOP OF THE EXISTING PIPE AND THE BOTTOM OF THE CROSSING CONDUIT (BOX OR ARCH) IS LESS THAN IS- (450 mm). 2 THE BLANKET SHALL EXTEND LONGITUDINALLY FOR THE FULL CROSSING CONDUIT TRENCH WIDTH, STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION PRMPAMtin ARD PLAN 1080 1085 BLANKET PROTECTION FOR PIPES 225-- 2 M6 ,wv, 19W 2M USE IMTH STANDARD P S ON I ' [;Tl SHEET I OF I ** BASIS OF BEARINGS BEARINGS SHOWN HEREON ARE BASED ON THE CENTERLINE OF CYPRESS AVENUE BEING NORTH. ** TOPOGRAPHIC AND BOUNDARY INFORMATION SHOWN HEREON WAS OBTAINED FROM AN ALTA SURVEY PREPARED BY: TRUXAW & ASSOCIATES DATED 6-20-14 R/Mr OR a PLAN MAX IILOPE 1:1 HINGC 00%W AT W Or ANGULAR FRAME AM INLET PER CASE Ir 14 OR W lag rl - = MOTE 1 , •) 4a. R/W llli * -4 �t" (,so rrynj, rp A 6 CASE I INLET N-4' (100 mm) OIP TRANOT oM STRUC UREKCrOON cut Now a 1-11r (35 mm) MN 0" / ' �FRA1E i mm) W 9 WALK (SM MOTE 4r M01E 10 `� E !3 (#1 OM) BA ISO B0 mm * (000 mm� m TOP OP O1lRl1 LINE s4• DROP I BASIN K ION n �t1 EA. R/w` sff ON= s WN OiT�0i5 '1Axit1T WALKcm atAOrIC cm Immo PLAN CASE 1161 LET w �� IaM• TC I= exPANaaN ) rE�1pr (63 mM' M ))FM IF (T00 mm) [N7. FL �1 T (90 MONK MI PORE r (2W mwiN) OF R/M 1/Y la N1111 PAMMY 1IXM PUt I04401104M PLAN 4• (100 mm) i m T:C LJHE WIIA4X i• P,tIBf111RY p CIP POC IJI. NOTE: A1•"S TO ANY NUMAER OF PIPES (2W mm) - OF N01E r (175 ,gym) oR POC Six r (160 "m) cr - mm+ � �rEE 03 (,rte)- QURE3 PROFILE CF r !ao mn, &M -%f 11x1! FABRIC - NOTE 1 / T E �' --0AW MM a IV NEW SE[ INLET DETAILS 1300 i TVP OF OURS Pct: • (100 mm) J�t>y1T 2 NOTE a is 1 mw&ma SE TION A7A 1/t" 00 mm) (Tao W"4 Cr NONE.' APPIiJs TO MY NIR" W PI'f5 Z - Top-ar-amB UUE sl0wl 0 PROBE Q f RH PRpEll F s mm au a FSTANDARD PLMi STANDARD PLANS FOR PUBLIC WORKS /d" -PERVIOUS CONCRETE - R=1 /2" AGGREGATE No. 2 MODIFIED PERVIOUS CONCRETE CURB AND GUTTER PER CITY OF FONTANA STD. PLAN No 1000 NOT TO SCALE NON -WOVEN GEOTEXTILE FABRIC 12 OZ/SY 12.0' -PROP. SIDE\ 2% Id WEST R/W 12' 1 0.5' 6' PROPOSED J SIDEWALK 1O REMOVE EXISTING AC CURB. EAST VARIES (67'-104'±) R/W VARIES (37'-58') VARIES (30'-46'f) VARIES (25'-46') 5.5' PROPOSED 8" CURB AND GUTTER SAWCU VARIES - & JOIN 2'-35' /' \ 1 EXISTING - � \ �C PAVEMENT r\ � I SEE DETAIL STING CURB =III= PROPOSED A' HEREON AC AC PAVEMENT TYPICAL STREET SECTION CYPRESS AVENUE NOT TO SCALE T1=9-10.5 NORTH R/W 104' SOUTH R/W 12' 40' 40' 12' _i 1 5.5' 6 0.5' EXISTING CURB AND GUTTER (TYPICAL) 2% _ - - 11_ - .III -i EXISTING _ IL_ J PROPOSED SIDEWALK SIDEWALK (TYPICAL) TYPICAL STREET SECTION SLOVER AVENUE NOT TO SCALE T1=9-10.5 1080 CONSTRUCTION "` 1080 1085 CURB DRAIN 15Q-3 >toer /d" -PERVIOUS CONCRETE - R=1 /2" AGGREGATE No. 2 MODIFIED PERVIOUS CONCRETE CURB AND GUTTER PER CITY OF FONTANA STD. PLAN No 1000 NOT TO SCALE NON -WOVEN GEOTEXTILE FABRIC 12 OZ/SY 12.0' -PROP. SIDE\ 2% Id WEST R/W 12' 1 0.5' 6' PROPOSED J SIDEWALK 1O REMOVE EXISTING AC CURB. EAST VARIES (67'-104'±) R/W VARIES (37'-58') VARIES (30'-46'f) VARIES (25'-46') 5.5' PROPOSED 8" CURB AND GUTTER SAWCU VARIES - & JOIN 2'-35' /' \ 1 EXISTING - � \ �C PAVEMENT r\ � I SEE DETAIL STING CURB =III= PROPOSED A' HEREON AC AC PAVEMENT TYPICAL STREET SECTION CYPRESS AVENUE NOT TO SCALE T1=9-10.5 NORTH R/W 104' SOUTH R/W 12' 40' 40' 12' _i 1 5.5' 6 0.5' EXISTING CURB AND GUTTER (TYPICAL) 2% _ - - 11_ - .III -i EXISTING _ IL_ J PROPOSED SIDEWALK SIDEWALK (TYPICAL) TYPICAL STREET SECTION SLOVER AVENUE NOT TO SCALE T1=9-10.5 1080 1080 1085 3 J 15.82' - - 22.48' 0.5 _ 18.96' I MIN N. ct qj 4� IV,* o ^Z EXIST. 2.9* a 2% SURFACE 0- ^ o^ EXIST. SURFACE 1075- y ^ 0 ('2. B 7.1) 1075 1080 - 0 0 I a 5' 20 MIN. z 0 U 3 N 1070 1070 1075 PROP. 8"x 18" PERVIOUS CONCRETE C&G SECTION - C/L SOUTH DRIVEWAY STA. 13+63.77 EXIST. GROUND - 3.0' AGGREGATE No. 2 NON -WOVEN GEOTEXTILE 2.0' FABRIC 12 OZ/SY SEE DETAIL AT LEFT CURB AND GUTTER SECTION NOT TO SCALE SCALES: HORIZ: 1 " = 10' VERT: 1 " = 2' 1085 o_ J 12' - 41.34' 0.5' _4' � 18.59' MIN 4? 4? 1080 Olo 'co � ^q' ,'�' Q `° EXIST. ., SURFACE I � o �v^^- � SURFACE p I - c 2.5% da d I- 21.24' - 5 MIN. z_ O d 1075 3 Q SECTION - C/L NORTH DRIVEWAY DETAIL B - LOCAL DEPRESSION STA. 14+01.67 STA. 16+41.21 SAWCUT AND REMOVE EXIST. PAVEMENT REMOVE EXIST. A.C. DIKE 1' 5' WHERE APPLICABLE (MIN.) (MIN.) GRIND 0.10' MIN. REMOVE REDWOOD HEADER EXIST. PAVEMENT WHERE APPLICABLE AND OVERLAY 0.10' MIN. NEW PAVEMENT EXISTING PAVEMENT DETAIL A NOT TO SCALE