HomeMy WebLinkAbout346-D ......... SHEET-STRM' SEWER OF 2 SHEETS FOOTHILL 13OULEVARD
It 1/4 MILE EAST -OF *TURNER AVENUE OUCAMONGA ISUBDIVISION IMPROVEMENT PLANS NEWTON & McNFIL f_K SUBMITTED fOR APPROVAL BY 626 WEST "I" ST., ONTARIO, CALIFORNIA-APPROVED BY DATE TENTATIVE
J. W. 'ABBEY, 0YU_NTYSURVEY'0_q1 �ALHAMBRA FRAME COVER : DATE FINAL A 1264 BY DOUT-y - TENTATIVE SAN BERNARDINO COONTY ROAD COMMISSIONER 100 DATE FINAL By DEPUTY TENTATIVE 4C) TY FCOOD CONiROL DISTRICT SAN BERNARDINO COUN DATE _FI_NAL 601 #a SEE SHEET 2 FOR NOTES B.M.PRECAST MANHOLE SHAFT AWfUC" PIPE AM Twc"nON CO.
N4. w I 0 36' I60 ra z co 4D co co 400 w Qc Cut out top of IA
A w W R=45 w w A= 88* 17 I3 U)LLJ L= 69. 70 W; 0 A w 54W A&c6 USE 9 LENGTHS 8'Ll' HOUSE a. PIPE BEVEI-ED �OTH CONSTRUCT BASE STRUCTURE w a GI AS A CONCRETE E N DS. A P a. ci f A J0 ca CID CT CONSTRUl cli 9>
Rs3 1;0 CAST MH.CD Easement L lnv� PRE STEVE REMOVE 3TREES 10 U) 51 CONSTRUCT 36" DRAIN D1350 15 ------ DE AMBROG FUTURE PROP. LINE�; Ix (Constru6t precast M.H. t w IE PLA RP O BE '.LOGATED 4d' ELEVATIOM 'N tEXISTING FETA NE) sooe 'i3' odE PROPERTY I INE/ Sea 37.06 I* ra 28 Ew"MIS TREES P.P. 0 P.9 MANHOLE DETAIL ONSTRUCT GAWTO BASI WATER CO PROPERTY Q WA SEC S EET 2 CON LL bc) x Eassawnt n*_c T-E;?AE A f lyt- -0 w 15" I'GRADE THIS AR A TO 5 It -SLOPE TO CAT H ' 560 PIPE - v E1 -91 N.FUTURE DRAIN 300 LD. I OODD __j f S 8810 30'E 200'.00 FUTURE GURB 91 GUTTER PROPERTY Lwf_FUT%IkF. C#.e. So 41M. 4R=45
LL SCALE I" 2- O' hor 4=40'-10 FUTURE ON jLZ 32 2 01� — _ / 7 I5d JCA/Tu" P"Ww n4 vert.(D SEE SHEET 2 01 FOR DISCHARGE,0 00 j7'
4+50 0.50 , a. -5-0_T w T F 0 a-IIIEXISTING IgO4_7O PRESENT SURFACE TOP OF WALL 1204,3 p of Future Cur 0 +-7t77!�� wool I4 I-4 O TOP MHIIOI+ 48" STEEL PIPE75/16 PLATE IE N SEE --TAII. A*r--FU6",Mo r 108' L( NG CATCH BASIN a Ij-2 OP 141 H Y98.00!AFX$rING 6R.W IPgSOE T IIIPREPAST MANHOLE'r z ID'� SEE
DET41 L 4 4 ff.U97. CONCRETE ---- -- ...%"F-- 21.48 360 I.D. CENTRIFUGALLY SPUN REINFORCED 'T P1 PE A-S T M. 11350D. X I . w IIT 7 10.0 T t7 JAPKING &PECIFICAT SLQP-E- IIONS Ii-7__T_- 0 II 'r NOTE: 48* I-D PIPE IS TO BE JACKED IIUNDER EXISTING HIGHWAY FROM HIGH r EXCAVATION MUST BE TO NEAT OUTSIDE I4 SIDE. ALL LANES OF EXI TING TRAFFIC E X/$r4v A MUSTBE MAINTAINED OP N. Z IOU DIAMETER OF PIPE. IF CAVITATION OCCURS t w THE PIPE IS TO GROUTED TO STATE OF c+ a w
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CALIFORNIA SPECIFICATIO S. (Dept- of Hwys) 1 .4 w IPIPEISTOBE IN MINIMUM 8 ' LENGTHS AND!IW
FL 11 90.87'ARE TO WELDED SMOOTH 36 Pf PE IG IS PERMITTED.-7- NO TUNNELIN 77...............tv EXCAVATIONMUST NOT PROCEED MORE JOINTS WITH F I L z P 16 THAN 6�&HEAD OF PIPE^i MW TARL AFTER BACK FILLINa 7�...... c QUARE BUTT WELDING ON PIPE TO BE IIC omp a ct 1300flo I10.PENETRATION. )L ADEQUATE BARRICADES MUST BE MAINT41�1� Syri ng Ij
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