Loading...
HomeMy WebLinkAbout4099-6I I ®m , PLAN 254.21LF_ 42" F FITZ ,lt mm 1 mms-;iw ....... ................................. _ -. _..._ ...........---- -...�` ..._. ...--..... _......... _.."__........ ... _.......................... CONSTRUCT___ 20.04 LIF 36- RCP 1 _-_ _. _ - �-_ VERT SCALE 1 4 - - ---- 319+00 320+00 321+00 322+00 323+00 324+00 LINE JUNCTION A B C D1 D2 ELEV. R ELEV. S 1.4.' � F-3 / D 30'00'00" 36" 4.51' 36" 42" 1040.00 1039.90 CONSTRUCTION NOTES F-3 / E-1 45'00'00" 18" - - 36" - - O3 INSTALL 42" DIA. R.C.P. (D -LOAD PER PROFILE) SEE TRENCH DETAIL PER SHEET 2 F-3 / E-2 45'00'00" 18" - - 36" - - ® INSTALL 36" DIA. R.C.P. (D -LOAD PER PROFILE) SEE SHEET DETAIL PER SHEET 2 F-3 / F 45'00'00" 18" - 42" 42" - - O5 INSTALL 18" DIA. R.C.P. (D -LOAD PER PROFILE) SEE TRENCH DETAIL PER SHEET 2 �J� kz� (�r 4 © CONSTRUCT CONCRETE COLLAR PER S.P.P.W.C. 380-3, SEE SHEET 3 co / CONSTRUCT LARGE PIPE MANHOLE PER S.P.P.W.C. 320-1, SEE SHEET 2 rig 00 APN 255-091-55 APN 255-091-06 r...- ® CONSTRUCT LARGE SIDE INLET MANHOLE PER S.P.P.W.C. 322-1, SEE SHEET 3 323+10.07 LINE "F-3" 323+40.50 LINE "F-3" 1, LINE "D" 10+00.00 LINE E-2 7 10 CONSTRUCT LOCAL DEPRESSION PER S.P.P.W.C. 313-2, CASE E. SEE SHEET 3 PROTECT EXISTI WATER AND ` SEWER LATER LS 3 +58:37 ST STA 10+00.06 LINE "E-1" E COUNTERED DU ING CONSTRUCTION. IF AN E INT 32+88.80 ST STA 11 CONSTRUCT CONCRETE BULKHEAD PER DETAIL ON SHEET 2 x 321+;54.92 LINE "F-3" q INT m CONFLICT ARISES NOTIFY ENGINEER OF REC3RD. / 10-Hoo.oO' "INE F 7 NEW PAVEMENT SEE SHEETS 9 10 & 11 1Q _ c= " , =31 -*03.22 T STA Lq 00 Lq " INT ST. STA. 33+14.86 � 00 Lq 00 13 CONSTRUCT CONCRETE BLANKET PROTECTION PER S.P.P.W.C. 225-1. SEE SHEET 3 EXISTING ULTIMATE + o + �F- EXISTING 8"og DRIVEWAY �i-� R/W N rn + o N S.G.V.M.W.D WATER JUNIPt (� 24" C.M.P d N N d 14 CONSTRUCT C.M.P. RISER (SIZE PER PLAN) PER DETAIL ON SHEET 2 W M k� 12� L�/` '-� 14 16 RISER co `1' Q c� `� L - W I 12 - �N d 15 CONSTRUCT CATCH BASIN PER S.P.P.W.C. 300 2 MODIFIED, SEE SHEET 2 - $A ,.••.••- - ,. N:,a .. _ ar - h, rpt �a -'^ H !a- �- F-/- _ _... R 5. z �,, .. .. _. __ y... _. _„ cn to cn cn Ln cn w C . JUNIP a ____ , . - , 5 10 5 16 CONSTRUCT 4" AC LOCAL DEPRESSION PER DETAIL ON SHEET 4) Lj Ll C-4 _ , M = 4 0. C. CO us i _- V) 29+00 30+ 0 f,+ 0 2+002 34+00 LOCAL DEPRESSION DETAIL r N.T.S. O_E91 6 o BENCHMARK 1100701,11111m .10 CITY OF FONTANA B.M. O CHISELED BOX IN EASTERLY TOP OF CURB OF o TAMARIND AVENUE, 60 FEET SOUTH OF TAMARIND 0 44'52'38" COURT, 500 FEET SOUTH OF SLOVER AVENUE 17.62 9.29 = 1077.400' DIALELEVATION BEFORE TW❑ W❑RK I NG DAYS B CITY OF FONTANA B.M. NO 296 YOU DIG Y❑U DIG G A BOAT NAIL SET IN SIDEWALK AT THE NW 8.39 CORNER OF THE INTERSECTION OF SIERRA TOLL FREE 1-800-227-2600 AVENUE & THE BRIDGE (N/O SLOVER AVENUE) A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT ELEVATION = 1137.71 1967 _ 10+23.15 LINE "E-2" CATCH BASIN 30' R 1.6 ACRE SITE - 1015E=10.00 -- 33+05.17 ST STA /22.50 V, =5.26 PRIVATE EASEMENT - -SEE SHEET 7 FOR PROFILE V: =5.00' 1 A, =90' SD I A: =90' 15' 15' I 13' R POST OFFICE 1 �� T + 14' LTE "E-2" END 11 15.3' 12.2' PROPOSED 'L ERaL 33+0 .21: ST STA/30.00'R FROM POST OFFICE SITE -SEE .SHEE. i FOR PROFILE 1 ' 1054.00 X "I I INTERIM APN 1255-010-25 - I DETENTION __........_......_..... - 11049.2 \LAIN PROPOSEbLATERAL STORMDRAIN FROM HOME DEPOT1046.53I 7.0 SITE PRIVATE - -- APN 2!�A-101-25....�... 1044.2 _ m L f. I� 1041.53 TE LANS 1 f _ _ _............ _ ._.... ............... s" SS Gjk - - 36" RCP X%_ i- _.......... _.... . SECTION '"A" A REVISED ENTIRE SHEET 3 RECORD DRAWING L12 REVISED SEWER AND STORM DRAIN LOCATION ADD CONST. NOTE 12 & 16; RELOCATE JUNCTION STRUCTURE EXTEND SD LAT; ADD 4" LC; REV. DATA TABLE; RELOCATE ST. LIGHT REV. REVISION DESCRIPTION 9MEA BEARING/DELTA 1100701,11111m .10 TANGENT O N 89'29'56" E 4.19 0 44'52'38" 22.50 17.62 9.29 N.T.S. 2011 40 0 20 40 80 120 SCALE 1"= 40' SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH STANDARDS IN EFFECT. 9?,OFESS/ON m EXP. 6-30-07 * No. 50152 \T CIVIC. ��\P \FOF CAUF�/ PENCO ENGINEERING, INC. Civil Engineering Planning Surveying Construction Management One Technology Park Building ✓-725, Irvine, Colifomia 92618 Telephone (949) 53-9111 Fax (949) 753-0775 S -l6 -0 7 ESTHER BAbRIGA - R.C.E. 50152 Date : DATA TABLE 0 BEARING/DELTA RADIUS LENGTH TANGENT O N 89'29'56" E 4.19 0 44'52'38" 22.50 17.62 9.29 O N 44.37'18" E 11.06 O N 89'29'56" E 8.39 O 59'52'38" 22.50 23.51 12.96 Oo N 29.37'18" E 14.54 O N 89'29'56" E 4.33 O N 44.37'18" E 23.15 Os N 45'22'42" W 33.85 O N 0'22'42" W 4434.74 1 RECORD DRAWING CITY OF FONTANA, CALIFORNIA STORM DRAIN AND STREET IMPROVEMENT PLANS DRAWN BY: JUNIPER AVE. SD LINE "F- 3" ScALE:As Noted J.E. G DESIGNED BY: STA 319+00.00 TO STA 323+45.49 DATE: J.E.G M 1,85 JURUPA AVE,,W 2,325 NORTH OF JURUPA AVE 05-04-07 CHECKED BY: R �:- DRAWING NO.: 6 DATE`40 9 9 E.B. 11 11 1 rl O O O O N N N T) 0 Q Q I O (D Q) z 0 00' O U) O 0 O Ln O O N O Lj-