Loading...
HomeMy WebLinkAbout2444-20 3n 4- OVER CL - -F , PI E 6 =o of • —4— o T A � LA + 4- Rr-4R-CP0SEZL,,,5p 4 Al COVER) ;JN 6 � .777�O LOM 9+00 8+00 7+00 6+00 5+00 4+00 3+00 2+00 1+00 0+00 wATM uTSUL LocATXM ,o TRACT NO. LOT PROPOSED STATION AS BUILT STATION 0 14572 22 9+25 q lS, l g m SEE SHEET N0. 6 23 8+98 � = `,p, 5 � COLUMBIA DRIVE 24 8+24 g � II � I I J; � u 25 8+65 26 9+16 8 + 32.E 4} 20.5 � ! k a� I 11/ � 22 � 23 � 24 � � � 5 � 16 � 17 � 18 � 19 � 20 � 21 � 22 � 23 � 2 N 9 1 11 24 � s' � � � �' 25 22' S2" � 14572-1 1 1+ 2 1+88 Z+o�S.l ° f S' `26 v~i 1 t II �' 0 III �s, � �� � I / �'� � ; 3 2+41 2+90 2+So.2 SIDEWALK'01-0 ROW S, �W �f �� �I +' � / � I �' �� � � 4 S 3+65 f+9¢ � -- - -- - - - � � � I � U 6 4+14 4+01.3 � g'�� r 11 Q M a ie+ a+ooN n �+oo s+oo s+oo �*�N 9'5732Es+so -�-/ i� I� � � N85 7 4+65 I N89'S73 W � 5+20 S+o1.2 7— 10 6+16 ce + �+ =' !V M � � ) �I "� � � cc 11 6+64 Cv. t 32.5 �I r SIDEWAUC -- ��• T 12 7+17 13 7+66 'i+v 'it32. � 4 +Z 4.3 27 26 25 14 13 12 11 10 7 ��W y$ n $11 8 � ,s �+ss 16 7+48 04 17 6+99 �Wco �g� CONSTRUC110N NOTES: NOVA m N � N � < 19 5+97 �, � 21 4+970 CONSTRUCT a" I0.D. STEEL PIPE CML Ac C PER v' -i v N N v ~i � � Z c 22 47 4 � �o.� CITY OF FONTANA STD. SPECIFICATIONS. 3 8 23 3+97 Q—CONSTRUCT a" GATE VALVE PER STD. DWG. W109. 8 24 3+26 3 +.f7 4 3�CONSTRUCT 8" TEE. 25 2+93 1+195.4- CONSTRUCT S" X 90' ELBOW. CONSTRUCT THRUST BLOCK PER STD. DWG. W106, W107. GRAPHIC SCALE N, s w w +w @—CONSTRUCT 1" AIR/VACUUM RELEASE VALVE PER STD. DWG. # W117. 7a—CONSTRUCT 1" SERVICE LINE PER STD. DWG. # W126. CURVE DATA � (ai 1m ) DELTA RADIUS LENGTH TANGENT 1 m°h ` 40 n &—CONSTRUCT 6" FIRE HYDRANT ASSEMBLY PER STD. DWG. # W112. A 0472'28" 200.00' 1 14.69 7.35' 8" FLANGE AND BLIND FLANGE.CIN 0F FONTANA, CALIFORNIA0—CONSTRUCT REMOVE BLIND FLANGE, THRUST BLOCK AND JOIN. PUBLIC WORKS DEPARTMENT &—CONSTRUCT 8" @---CONSTRUCT 8" X 11-1/4' ELBOW. ELBOW, ANGLE AS SPECIFIED. QRoEss�Ayq ' � z � � No. 52 s RECOMMENDED FOR APPROVAL -WATER ONLY ',i'he � Consulting Group 6 Morgan, Sulte 100 Irvhrs, CalHomla 9261d ow►wri BY WATER IMPROVEMENT PLAN SCALE: � NOVA SCOTIA D IVE HORZ.: f _40 DESIGNED TBY AND �Fl� VERT.: t'=4' � ,t KRIEGER dSTEWART, INC. (714)587-3012 FAX (714)472-3176 CHECKED BY STA. 1+00.00 TO STA. 9+50.00 DATE: 3—PROVIDE 2" TOP OUTLET FOR TESTING, FLUSHING, AND DISINFECTION PIPELINE. � ��y�� r CAS ,dl f Ar.//. 1? "REuRD DaM�+»+4S"'At. 4�7t iss�t-1 PREP U D E SUPERVISION OF: �l�f' M 3 - 4,- 97 TM JOB N0. TRACT N0. 14572-1 do 14572 G.% 2�2a / 9� DR. N0. SHT, N0. R.C.E. 2/Lp/Lp DATE: REVISIONS ENGR'S. DATE ,,pp DATE A. N ATE: �PPROVED . CITY ENGINEER R.C.E.rr�Ls 1=4 OF 0 3n