Loading...
HomeMy WebLinkAbout3802-8CURB & GUTTER LIP LIP CB -'0' ES3M C) SCALE 1 "=10' S4 0 L�P I vl16 - E 96 Ec NE � 5+61 • B0UK� GONG. >> W 5'33.0 X�ING1j12'2 130„ Sp,1110 S� B�PSp� � 0 8 LIP LIP 0 MEM ME MONSOON on 0 lamas Flummmu wribfiiffiii li�m I M E 15+00 rl `•; ,l ]\J J, CURB & GUTTER 16290-2 J J r 26.6 P. E. `1 10+23.73 iR" cn u-Inlr- u" 10+20.82 24" SD X-ING 12" WTR BOT. WTR = 1705.96 TOP SD = 1703.68 ` 1 5 P.E• wr 24 ,r, ..,. .......... 13+00 LAT YB-lCw 12+00 PER TR -1 0 2 10+12.00 1R Sn X-ING R TR �-- 15�25•S X,ING �12•'� � 0 y�N?FICF-E ��92+38. 9 0 30>> SpWTR �1 110SOC L M. SHAF P Sp --- 90 ° HERE j / 12+35.46 NE�"B-1 " � �O �� �o = 0.00 LAT. "B-1 M �' �G 10 • / I co / zhG Z� ' p9.9 P.E \ 0-7.4 P•E• 14+03.75 OYOTE CANYON ROAD CIL LO M ,I ,1=20+00.OBROOKSI DE AVE. c a �� `\ t 0S. 9 P E 1\1n F)�,_c)n-�, r 11 DATE I ENGR. I CITY I DATE 011051,11 r1f I �v I.�•!• - ------ --- 11+00 10+00 A44. 0'. V= 30+24.25 LINE "B cuF-P-T A 10+46.00 18" SD X-ING 12" WTR TOP SD = 1703.65 BOT. WTR = 1704.65 18+81.00 ST. STA. 1416 �/L CB- "1 A" W=14.0'; V= 8.4' 0 1 NEI WIMM ■ ee ■ ■ mss■ ■ ■N■�'u '��l:= i � gra r..��..:�,' � +��Cr��..�,� wr ��r.� 10+00 11+00 ST. STA. 18+81.00 CIL CB- 1A CONSTRUCTION NOTES 5 5' 14' 6' S' 71.19 10.16 10.3OI j-09.63 �10.04� I STC 5 TC EL__ FL CURB & CURB & GUTTER STRAIGHT GRADE GUTTER 09-6j\09.82 RIDGE 10.57 10.66 LIP LIP STRAIGHT GRADE LIP LIP VALLEY LOCAL CASE 'A' DETAIL SCALE 1"=10' ST. STA. 18+92.76 CIL CB -3118" 5' 6' 4' S' S' 10.71 10.55 ____110.12 09.97 TC TC TC TC 09.5 09.43 F CURB & GUTTER X0.08 STRAIGHT GRADE 09.64 TTER 1p,17 RIDGE LIP LIP ��P LSTRAIGHT GRADE ��P VALLEY LOCAL DE39M CASE 'A' DETAL SCALE 1"=10' JUNCTION STRUCTURE DATA U,9 CONSTRUCT JUNCTION STRUCTURE PER APWA STD. PLAN 333-1. JC - C -� CONSTRUCT 18" RCP. (D -LOAD PER PROFILE) •o E BASIS OF BEARING LEGAL DESCRIPTIONS OWNER/DEVELOPER PROFILE) SOIL ENGINEER CONSTRUCT CATCH BASIN PER APWA STD. PLAN 300-2. BASIS OF BEARING IS BASED ON THE WESTERLY CONSTRUCT MONOLITHIC CATCH BASIN CONNECTION N/A PER APWA STD. PLAN E i TME o -0 LINE OF THE NORTHEAST QUARTER OF SECTION 23, BEING A SUBDIVISION OFA CENT EX HOMES LOCAL DEPRESSION CASE ALBUS-KEEFE AND ASSOC., INC. W CONSTRUCT TOWNSHIP 1 NORTH, RANGE 6 WEST, S.B.M. AS SHOWN PORTION OF THE SOUTHEAST 1/4 1265 CORONA POINTE COURT 20 1011 N. ARMANDO STREET , BULKHEAD PER ON FINAL TRACT MAP NO. 13750, FILED IN BOOK 250, OF SECTION 14, TOWNSHIP 1 NORTH, CORONA, CA 92879 N0. M816 ANAHEIM, CA 92806 LINE "B-1 " CD AT PAGES 48 THROUGH 66, INCLUSIVE, IN THE OFFICE 6 WEST, SAN BERNARDINO PH: (951) 279-3000 PLAN 322-1 PH: (714) 630 1626 j CONCRETE OF THE COUNTY RECORDER OF SAN BERNARDINO MERIDIAN, COUNTY OF SAN FAX: (95`1) 279-2100 CP 78-1D" FAX. (714) 630-1916 30'03'00" N 2.62' BERNARDINO. 30" --- 1704.04 1704.32 o COUNTY, BEING NORTH 00730'24' WEST. Co i BENCH MARK: REV. REVISION DESCRIPTION n N DESCRIBED BY METROPOLITAN WATER DISTRICT SO. Q Nr- CALIFORNIA 1992 RANCHO CUCAMONGA, NEAR THE LO T-- rZ INTERSECTION OF SUMMIT AVE. AND CHERRY AVE. AT THE 0 SOUTHWEST CORNER OF CHERRY AVE. AND SUMMIT AVE. 101 FEET WEST OF THE CENTERLINE OF CHERRY AVE. AND 37 DIAL E Z 0 FEET SOUTH OF THE CENTERLINE OF SUMMIT AVE. SET FLUSH BEFORE TWO WORKING DAYS BEFORE �oON THE NORTHWEST CORNER OF A 10 FOOT WIDE Y U DIG YOU D I G CATCHBASIN 0.8 FOOT SOUTH OF CURB FACE. A STANDARD In MWDSC 3 INCH BRASS DISK STAMPED "33A 1992". T❑LL FREE 1-800-227-2600 o NAVD 88 - 1508.56 (FEET) A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT � 2ECOr2D 0t--AW1"G DATE I ENGR. I CITY I DATE 011051,11 r1f I �v I.�•!• - ------ --- 11+00 10+00 A44. 0'. V= 30+24.25 LINE "B cuF-P-T A 10+46.00 18" SD X-ING 12" WTR TOP SD = 1703.65 BOT. WTR = 1704.65 18+81.00 ST. STA. 1416 �/L CB- "1 A" W=14.0'; V= 8.4' 0 1 NEI WIMM ■ ee ■ ■ mss■ ■ ■N■�'u '��l:= i � gra r..��..:�,' � +��Cr��..�,� wr ��r.� 10+00 11+00 ST. STA. 18+81.00 CIL CB- 1A CONSTRUCTION NOTES 5 5' 14' 6' S' 71.19 10.16 10.3OI j-09.63 �10.04� I STC 5 TC EL__ FL CURB & CURB & GUTTER STRAIGHT GRADE GUTTER 09-6j\09.82 RIDGE 10.57 10.66 LIP LIP STRAIGHT GRADE LIP LIP VALLEY LOCAL CASE 'A' DETAIL SCALE 1"=10' ST. STA. 18+92.76 CIL CB -3118" 5' 6' 4' S' S' 10.71 10.55 ____110.12 09.97 TC TC TC TC 09.5 09.43 F CURB & GUTTER X0.08 STRAIGHT GRADE 09.64 TTER 1p,17 RIDGE LIP LIP ��P LSTRAIGHT GRADE ��P VALLEY LOCAL DE39M CASE 'A' DETAL SCALE 1"=10' JUNCTION STRUCTURE DATA U,9 CONSTRUCT JUNCTION STRUCTURE PER APWA STD. PLAN 333-1. 10 CONSTRUCT 18" RCP. (D -LOAD PER PROFILE) 12 CONSTRUCT 30" RCP. (D -LOAD PER PROFILE) 14 CONSTRUCT CATCH BASIN PER APWA STD. PLAN 300-2. 15 CONSTRUCT MONOLITHIC CATCH BASIN CONNECTION N/A PER APWA STD. PLAN 308-1. E 16 CONSTRUCT LOCAL DEPRESSION CASE 'A" PER APWA STD. PLAN 313-1. 18 CONSTRUCT MANHOLE PER APWA STD. PLAN 321-1 20 CONSTRUCT CONCRETE BULKHEAD PER RCFC AND WCD 30" STD. DWG. N0. M816 --- LINE "B-1 " 21 CONSTRUCT MANHOLE PER APWA STD. PLAN 322-1 27 CONSTRUCT CONCRETE COLLAR PER APWA STD. PLAN 380-2 1699.80 LINE "B-1 " CP 78-1D" DATA 30'03'00" O DELTA/BEARING RADIUS LEN./DIST. TANGENT AO 15-58'15 5) 1767.00' 492.54' 247.88' © 88-23'14 11 45.00' 69.42' 43.75' C N04.14'32"W N/A 53.50' N/A D NO3°51'26"W N/A 19.50' N/A E N69.52'08"W N/A 38.33 N/A F N53.50'03"W N/A 12.25' N/A G 47047'28" j 45.00' j 37.54' 19.94' MAINLINE LATERAL STRUCTURE TYPE A B C D1 D2 L ELEV. "S" ELEV. "R" LINE "B" LINE "B-1 " JS 333-1 90'00'00" 30" --- 14'x6' 14'x6' --- 1698.46 LINE "B-1 " CP "B-1 A" MH 321-1 90'00'00" 18" --- 30" 30" 4.67' 1700.38 --- LINE "B-1 " CP "B -1B" MH 321-1 90'00'00" 18" --- 30" 30" 4.67' 1700.38 --- LINE "B-1 " LAT. "B-1 C" MH 322-1 41 ' 14'29" 30" 2.64' 30" 30" --- 1699.62 1699.80 LINE "B-1 " CP 78-1D" MH 322-1 30'03'00" 18" 2.62' 30" 30" --- 1704.04 1704.32 SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT SEAL -ENGINEER 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 CONDITIONS AND STANDARDS IN EFFECT. Q�OFESSIONq� o �yc W ARIC M. TORREYSO r= No. 66068 -:;a Exp. 06-30-06 `�qlF CIVI o���Q OF r h), ' E I\I G I N E E R.I I%,I C�j 937 SOUTH VIA LATA, SUITE 500 COLTON, CA 92324 PH. (909) 783-0101 FAX (909) 783-0108 DRAWN BY: O.S. DESIGNED BY: A.T./O.S. PREPARED BY: ARIL Y, TORREYSON R.C.E. NO. 66068 EXP. ATE: 06-30- J DATE: /*1_/e CHECKED BY: C.V.A. GRAPHIC SCALE 40 0 20 40 80 1s) = 40' CITY OF FONTANA, CALIFORNIA COYOTE CANYON PLAN AND LINE "B-� FILE scA�E: FROM STA. 10+00.00 TO STA. 15+61.96 , SHOWN DATE, LAT "B -1C" FROM STA. +OQ.00 TO STA. 10+49.78 NOVEMBER 2005 OVED BY DRAWING NO.: j' Z •olv 8 0 3802 25 CITY ENGINE R.C.E. 51152 DATE: