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HomeMy WebLinkAbout3401-8BO. 11111 MIEN MIME '„oma EMMEN =ME= NENE= NENE EMEMBENIEM EMENIIIMENIMI MENE EMEimm" = 8.S FPS INSTALL- 355.4 L F. 42 -_ R.0 P. — AD= 1350 4 +LQ D=1350 } _ F X w 10+00 LYTLE CREEK RD. LINE "B" SEE SHEET NO. 5 §34' LINE "B" 4 •f` 12'CL CD 22' 122' LA 0- r' c.2iz . 15' LLi w� t0 �. Wi z o, ST. Q. INT. STA. 21+33.71 CURTIS AVE. --=188+15.18 LYTLE--CREEK-ROAD EXIST. 42" RCP—LAT"B-5" PER LYTLE_ CREEK ROAD STORM _ DRAIN PLANS 1 DWG. - NO, 3035 ` _ 1 SHEET 9'&-,10.0F 14 11+00 12+00 @** N 00 N cn I W C.1) CURVE / LINE DATA TABLE ITEM NO. DELTA/HEARING RADIUS LENGTH 0 - J w TANGENT 0 w 00 co N r) O 0 90°00'00" 22.50' 35.34' 22.50' ® N 05°10'43" W — 16.00' — wco [Y Q CC)o JW UC/) 0 o0 M O 67 13+00 * * NOTE: CONTRACTOR TO VERIFY EXACT LOCATION AND ELEVATION PRIOR TO START OF CONSTRUCTION. ANY DESCREPANCY TO PLANS SHALL BE IMMEDIATELY REPORTED TO THE ENGINEER. 6%27 -JJ 66 PROPOSED LANDSCAP Y Y• Y Y t t t 1 . P SED 1 R/W N 89'59'00" E 0 14+00 15+00 SCALE IN FEET 40 80 120 160 .19==6:3=====., O 00 r 0 c) f 63 EMEJtfl • PROPOSED EDGE OF PAVEMENT SEE DETAIL 88 (RIGHT) O U rI II II 11 11 N Z IrN rN 0 U 0 Lc) to cv it J J U LU o1r Y STREET FUTURE DETENTION BASIN (SEE ROUGH GRA PLAN PER TR. 1 16+00 E34 27 -- SEE DETAIL 8A RIGHT 1Y ING 427-3) 2 Y. vV EXIST. R/W APN 226-161-10 ULTIMATE R/W URTISI AVENUE LINE "D" U m APN 226-161-11 PROPOSED WATER ,�— PROPOSED 15" SEWER PHASE 1 APPROVAL LINES A, B, & D STA. 10+.00.00 TO 12+19.90 LINE C APPROVED BY: CONSTRUCTION NOTES: ONSTRUCT ONSTRUCT CONSTRUCT ONSTRUCT CONSTRUCT ONSTRUCT EMOVE EXI CONSTRUCT CITY ENGINEER R.C.E. 51152 DATE 42" R.C.P. D—LOAD PER PROFILE. 24" DIA. R.C.P. D—LOAD PER PROFILE. MANHOLE PER A.P.W.A. STD. PLAN 320-1 SEE SHEET NO 10. MANHOLE PER A.P.W.A. STD. PLAN 322-1, SEE SHEET N0.10 CATCH BASIN PER STREET IMPROVEMENT PLAN. DOUBLE BRICK AND MORTAR PLUG. ST. BRICK & MORTAR PLUG AND CONNECT TO EXIST. 42" PIPE. INLET TYPE V PER DETAIL, SEE SHEET NO. 9. PROPOSED MARKERS (USE CHANNELIZERS PER CALTRANS STD. A73C) 4" AC APRON 34.9 TC (34.4 FG) 6" AC BERM PER CITY STD. 136 35.0 (34.5 —FABRIC FIL FG EC RAWING HESE PEC fl DRAWNIGS HAVE BEEN PREPARED, IN PART, ON THE 8AVS OF IN :�'. AATION COMPIED AND FURNiSH£D 8Y OTHERS. THE ENGINZE7 W U. HOT BE RESPO/ILLILE FOR ANY Er ORS OR CH HAVE Ely INCOAPO,IATED INTO THE UISSIONS YS+ fii �OCU��VTS AS A RaSULT THEREOF. ' DETAIL 8B • SCALE: 1"= 20' BENCH MARK: # 8_17 CALTRANS BENCHMARK 8-17. A BRASS CAP IN THE CO CRETE BASE OF THE SOUTH LEG OF AN SCE TOWER ONSARD.6IWESTFSANORTH ,25 MES OF SIERRA AVE. ELEVATION: # 1428.609 BASIS OF BEAR/NGS: THE BASIS OF BEARINGS FOR THIS MAP SHOWN CL N00'123 5�E ON RECORD OF SURVEY MAP FILED IN R.S.B. 111/99-103 J FUTURE 42" R.C.P. 25' DRAINAGE C.S.P. END SECTION PER ONSITE STORM DRAIN PLANS FOR TR.16427-1 1355P434, — DWG 3492 SHT. N0. 2 Y ROdK SLOPEI P OTECTION IPER © ITE --STAR IN P N FOR TR.16427-1 7-1 L EASEMENT REMOVE BULKHEAD WHEN EXTENDING PIPE. 1 F� 1 18" C1S.P. RISER & INLET AND 42" R.C.P. WHEN 1 DETENTION BASIN IS COMPLETE 1 (FOR ONSITE STORM DRAIN 1 CONSTRUCTION OF THE EXTEN- ION, SEE STORM DRAIN L,AN'S NFQR TRACT 16427-1) DETAIL 8A SCALE: 1"= 20' IVVVVVVVVVVVVVVVVVVVVVA DIAL BEFORE YOU DIG TOLL FREE RT TWO WORKING DAYS BEFORE YOU DIG 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. REVISION DESCRIPTION DATE ENGR. CITY DATE LD RECORD DWG 431 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 CONDITIONS AND STANDARDS IN EFFECT. Prepared Under The Supervision Of : PREPARED IN THE OFFICE OF MADOLE AND ASSOCIATES, INC. 10601 CHURCH STREET , STE. 107 RANCHO CUCAMONGA, CA 91730 PHONE (909) 948-1311 R.C.E. 621 Date : q./0°3 EXP. 9-30-05 CITY OF FONTANA, CALIFORNIA STORM DRAIN IMPROVEMENT PLANS DRAWN BY: SC/KS DESIGNED BY: MA CHECKED M TRACT NO. 16427 LINE "D" RTIS AVENUE ; FROM LYTLE CREEK ROAD TO 500'± ! OF L E CREEK ROAD APP'.IVED CI ENGINEER R C.E. 1 152 DATE SCALE: AS SHOWN DATE: JULY 2003 DRAWING NO.: 3401 8 10 Q " J (0 126-1686; TRACT NO. J:\126-1662\storm\sd08.dwa. 09/18/2003 02:47:29 PM. GB.GB