Loading...
HomeMy WebLinkAbout3881-5`SFE _0jr ._ n2 RECORD DRAWING � THESE RECORD DRAWINGS HAVE BEEN PREPARED, IN PART, ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH HAVE BEEN INCORPORATED INTO THE DOCUMENTS AS I A RESULTTHEREOF. RECORD PRAW/SVG PREPAR&D Bi MADDLE ASD A&SOCJATES 1o�os. PROP c 3 W ' N0.0 388 2 C&44 -.� " 7/tj�? Ok►E WF/VDELL L. /1�V,4TSURl/ 7 RCE 36637 11+00 12+00 13+00 14+00 15+00 SEWER ON GALA AVENUE MIDDLE PART A SFF 17+00 18+00 19+00 SEWER CONSTRUCTION NOTES 51 CONSTRUCT 8" EXTRA STRENGTH VITRIFIED CLAY PIPE PER CITY OF FONTANA STANDARDS AND SPECIFICATIONS. 5� CONSTRUCT STANDARD MANHOLE PER CITY OF FONTANA STANDARD DETAIL 112. 56 INSTALL 4" SEWER HOUSE LATERAL PER CITY OF FONTANA STANDARD DETAIL 125. SEWER LATERAL CONNECTION SHALL BE CORE DRILLED AND SADDLED 57 INSTALL BACKFLOW PREVENTER No CURVE TABLE CURVE LENGTH I RADIUS ITANGENT DELTA C10 166.051 370.001 84.45 25'42'50" =`o '; }� :I-;{ e_jW e gi FS Al -L LLJ �� z o ' bW a� =,�ofWp J- Q)� -j- —T cm UJI �'J- 4% FS AL01 4G PIP �ow J ow i��. �_.�II a .: �$ ia� __z uj o .� 1-0 0-00 r. � UJ ma 83.52 S ILF x' 23 e1 L j ry i cxinls iss c . R .•,s . vcml �-:.-- HO"RSZ`C: ALE VERT: 1" 4' `SFE _0jr ._ n2 RECORD DRAWING � THESE RECORD DRAWINGS HAVE BEEN PREPARED, IN PART, ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH HAVE BEEN INCORPORATED INTO THE DOCUMENTS AS I A RESULTTHEREOF. RECORD PRAW/SVG PREPAR&D Bi MADDLE ASD A&SOCJATES 1o�os. PROP c 3 W ' N0.0 388 2 C&44 -.� " 7/tj�? Ok►E WF/VDELL L. /1�V,4TSURl/ 7 RCE 36637 11+00 12+00 13+00 14+00 15+00 SEWER ON GALA AVENUE MIDDLE PART A SFF 17+00 18+00 19+00 SEWER CONSTRUCTION NOTES 51 CONSTRUCT 8" EXTRA STRENGTH VITRIFIED CLAY PIPE PER CITY OF FONTANA STANDARDS AND SPECIFICATIONS. 5� CONSTRUCT STANDARD MANHOLE PER CITY OF FONTANA STANDARD DETAIL 112. 56 INSTALL 4" SEWER HOUSE LATERAL PER CITY OF FONTANA STANDARD DETAIL 125. SEWER LATERAL CONNECTION SHALL BE CORE DRILLED AND SADDLED 57 INSTALL BACKFLOW PREVENTER No CURVE TABLE CURVE LENGTH I RADIUS ITANGENT DELTA C10 166.051 370.001 84.45 25'42'50" GRAPHIC SCALE 40 80 ( W FEET ) 1 inch = 40 it 180 m Ln 0 0 N 0 Q0