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HomeMy WebLinkAbout3787-2J *CONTRACTOR TO VERIFY LOCATION PR/OR TO BEGINNING CONSTRUCTION. A /1 . ^^ / /1,P" "A " -VLG TG V. / J /V/rJU FUT. 11X8.5 RCB — FUT. 48" RCP — SEE DWR3842 PROP. 8" WA 1 � SCALE- 1 = 40 SEE SHEET LINE DIG�LE�T TOLL FREE -qqmmmpw-1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT SCALE IN FEET 0 40 80 120 160 MA TCHL/NE STA. 16+75. IJ BC SEE SHEET 3 SEE STREET IMPROVEMENT PLANS FOR CATCH BASIN CONS7RUCTlON, 4. 11+5J. 50 .3 W— 7 .V=5.0 114" MAX GAP (GROUTED) 48" R.C.P. (5" THICK) 47 1/2" DIA. A36 (MIN.) STEEL PLATE t=1/2" END OF P/PE AT M.H. FILL GAP WITH GROUT 8" 14 6 RAD/ALLY AS SHOWN 2 1/4" — 5/8" DIA. HOLES INJECT SIMPSON ETF EPDXY (OR EQUAL) 0 47 1/2" DIA. A36 (M/N.) STEEL PLATE t=1/2" TACK WELD 114 BARS TO STEEL PLA TE STEEL PLATE "BULKHEAD" DETAIL N. TS. oe�FEss�,�! . RECORD DRAWINUI w THESE RECORD DRAWING,(; Wkwr= R�F�I PREPARED IN � i1i®. ��63]��r C =� rrt PART, ON THE 13AS1� 0^ ,vim- - '�nl COMPILED AND FURNISHED BY OTHERS. T PE ENGIidEER WILL NOT BE ®D . RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH1�- SAVE BEEN. INCORPORATED INTO THE DOCUMENTS ASN.lZ Q LTTHEREOF. SHOULD CONS TRUC TION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WI THIN 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. 'a BENCH MARK., 8-17 BASIS OF BEARINGS. BRASS CAP IN THE CONCRETE BASE OF THE BEARING OF N 89'30'06" E THE SOUTH LEG OF AN SCE TOWER ALONG SUMMIT AVE AS SHOWN 343' NORTH OF HIGHLAND, 0.2 M1 WEST ON RECORD OF SURVEY IN BOOK OF SAN SEVAINE RD., 2.65 M1 WEST 35; PAGE 9. OF SIERRA AVE. ELEVA 710N. if 1428.609 CONSTRUCTION NOTES CURVE LINE DATA TABLE Q��--/NSTALL CURVE DELTA BEARING RAD/US LENGTH TANGENT AQ 45'00'00" 45.00 35.34 18.64 0 1727'20" 506.00 154.16 77.68 0 1663344" 494.00 142.80 71.90 0 9005336" 45.00 71.39 45.71 ® N 45'26'14" W -- 40.35' -- N 59'24'41 " E -- 19.07' -- © N 32725'40" W -- 41.36' -- � SCALE- 1 = 40 SEE SHEET LINE DIG�LE�T TOLL FREE -qqmmmpw-1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT SCALE IN FEET 0 40 80 120 160 MA TCHL/NE STA. 16+75. IJ BC SEE SHEET 3 SEE STREET IMPROVEMENT PLANS FOR CATCH BASIN CONS7RUCTlON, 4. 11+5J. 50 .3 W— 7 .V=5.0 114" MAX GAP (GROUTED) 48" R.C.P. (5" THICK) 47 1/2" DIA. A36 (MIN.) STEEL PLATE t=1/2" END OF P/PE AT M.H. FILL GAP WITH GROUT 8" 14 6 RAD/ALLY AS SHOWN 2 1/4" — 5/8" DIA. HOLES INJECT SIMPSON ETF EPDXY (OR EQUAL) 0 47 1/2" DIA. A36 (M/N.) STEEL PLATE t=1/2" TACK WELD 114 BARS TO STEEL PLA TE STEEL PLATE "BULKHEAD" DETAIL N. TS. oe�FEss�,�! . RECORD DRAWINUI w THESE RECORD DRAWING,(; Wkwr= R�F�I PREPARED IN � i1i®. ��63]��r C =� rrt PART, ON THE 13AS1� 0^ ,vim- - '�nl COMPILED AND FURNISHED BY OTHERS. T PE ENGIidEER WILL NOT BE ®D . RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH1�- SAVE BEEN. INCORPORATED INTO THE DOCUMENTS ASN.lZ Q LTTHEREOF. SHOULD CONS TRUC TION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WI THIN 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. 'a BENCH MARK., 8-17 BASIS OF BEARINGS. BRASS CAP IN THE CONCRETE BASE OF THE BEARING OF N 89'30'06" E THE SOUTH LEG OF AN SCE TOWER ALONG SUMMIT AVE AS SHOWN 343' NORTH OF HIGHLAND, 0.2 M1 WEST ON RECORD OF SURVEY IN BOOK OF SAN SEVAINE RD., 2.65 M1 WEST 35; PAGE 9. OF SIERRA AVE. ELEVA 710N. if 1428.609 CONSTRUCTION NOTES (D --INSTALL INSTALL 48" RCP, D—LOAD PER PROFILE Q��--/NSTALL 42" RCP, D—LOAD PER PROFILE 3a-- INSTALL 36" RCP, D—LOAD PER PROFILE Q=— INSTALL 24" RCP, D—LOAD PER PROFILE Q6 — INSTALL 18" RCP, D—LOAD PER PROFILE 99 CONST JUNCTION STRUCTURE PER APWA STD. PLAN 331-2, SEE SHT 6 CONST MANHOLE PER APWA STD. PLAN 322-1, SEE SHT. 7 11 CONST. MANHOLE PER APWA STD. PLAN 320-1, SEE SHT.7 1D --CONST. DOUBLE BRICK & MORTAR BULKHEAD PER PIPE CLOSURE—TYPE"B" DETAIL ON SHEET 6. ©-- CONST STEEL PLATE BULKHEAD PER DETAIL HEREON. Q CONST. MANHOLE PER APWA STD. PLAN 322-1 (MODIFIED), PER DETAIL ON SHEET 7. 7 J:\620-1887\storm\SD02.dwa. 6/6/2005 5:22:03 PM. 1:1. ATS Prepared Under The Supervision Of : Cl T Y OF FON TA NA, CALIFORNIA QR�ION 'INCAS s PREPARED /N THE OFF/CE OF STORM DRAIN IMPROVEMENT PLANS Fti MADOLE AND A SSOC/A TES, INC. DRAWN BY SC/ATS L/NE '�A" &LATERALS A-�, A-2, A-3 SCALE.• AS SHOWN Z Ll No. 62183 '�,° 760-A SOUTH ROCHESTER AVENUE * Exp: 9-30-05 ,� ONTARIO, CA 91761-8180 PHONE (909) 937-9151 T 16695 DESIGNED BY.•DA TE: SC/ATS / �CTi OCT 2004 9TF F'CAL\FO�� to %'�- a CHECKED aj VED 4000 alTYT DRAWING NO. 2 RCE"621 EXP. 9-30-05 ATS 3787 ENG/R . C. E. 51152 DATE 7 J:\620-1887\storm\SD02.dwa. 6/6/2005 5:22:03 PM. 1:1. ATS