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S-92-1.9N W V w Z CL W J LL QN W Z - 40" 0 L P. CLASS 51 , < p APPRdX. SURFACE O!/ER P /PE Qt °0 C115 LIJ � 11 O - 3 y Og 14 — _ _ 40 - - N ulL PARALL C4 A" V. C.P S = D. 0020 30 - 30 20 0 0 O \O ww tiW I\ i PROFILE SCALE h HORIZONTAL 1 "= 40' VERTICAL 1 "= 4' I 265+00 266 +00 267 +00 268 +00 269 +00 270 00 271 +00 272 +00 273 +00 /lw //�,1 O I r , o, STA. 260 49.50 4 /Nx J O 1/ O n rr �2'A.C.P 9 #A- 0-.P- M.C.W.D. p O S7 . 6 o g"A•C,R - X4.6 W, D. O CD -E -- r 1 1� = _ _ __ — /2 w — - _7 -� -- A — — — — — — — — — — , } _ — — — I Z "w — — — t ` O r� & u �� _ I I in h N z Q , t 2A0 +00 ~ aQ - h z _ 2 W W Z FCAj— – z to�� = —s "s � -- -- - -I— _ - - - — — - - - - - - / -4'Od Q IB"RC.P. - Clry'40FCM Y d "V C. P.- CAf.5.0. ?i STA.272tpD:dtJ' SiA4127,�,� .00 �i7 s0"STL�iyP.)- S.C.6. ¢` ZO" OUTLETS /2'A.CP. -M C. W,0 ! �. PAUI ARIN17 AVF r..., A N WAY PLAN SCALE I" = 40' AVENUE NOTE: EXISTING STRIPING DESIGNATED ON AERIAL PHOTO. CONSTRUCTION NOTES Q© C�NTR 2-42' D.I.P. WITH TYPE V BEDDING��iy� j?P�V/✓ITiF� ® REMOVE EXISTING ACP WATER MAIN OVER SEWER EXCAVATION AND REPLACE WITH AN EQUAL SIZE CLASS 200 PVC PIPE WITH TYPE VI BEDDING PRIOR TO CONSTRUCTION OF SEWER EXCAVATION. LENGTH TO EXTEND TO THE NEAREST JOINT THAT IS AT LEAST 5.0 FEET BEYOND EACH SIDE OF THE SEWER TRENCH. ® REPLACE 6' V.C.P. WITH 6' D.I.P. PER CMSD DRAWING NO. S -109, CASE ill. SEE APPENDIX IN SPECS. ® CONSTRUCT 20' OUTLET WITH BLIND FLANGE AND 6' X 10' PRECAST CONCRETE VAULT PER DETAIL 6 ON SHEET 22. ® CONSTRUCT ANODE INSTALLATION ASSEMBLY PER DETAIL 11 ON SHEET 22. ® CONSTRUCT CATHODIC TEST STATION PER DETAIL 10 ON SHEET 22. ® CONSTRUCT CATHODIC TEST STATION PER DETAIL 10 ON SHEET 22. PLACE TEST BOX BEHIND CURB. PLACE COPPER - COPPER SULFATE ONCE CELL 12' ABOVE EITHER FORCE MAIN AND DIRECTLY BELOW p. THE 30' GRAS LINE. F DELETED r� O'*V&IN17I ' D�� 7 ' #11 T N0.1 DESCRIPTION REVISIONS AS BU /LT COUNTY SAWTATtiON DISTRICTS OF ORANGE COUNTY, CALIFORNIA +.4 DISTRICTS NOS. 6,7 $ 14 cartnN ,,, AS�� 1501 Quail Sheet P.O. Box 3030 &7Q Newport Beach, California 92658 -9020 714 / 476 -3300 BAKER FORCE MAINS PLAN AND PROFILE STA. 265 + 00.00 TO STA. 273 + 00.00 14 -1 -2 ✓ Q3S 9' / DESIGNED BY DRAWN BY SHEET �110'VE D DATE M.O.B. R. S. S. ��jf,r x�y Cl �N 2121,9 9 [NECKED S. SATE ENGINEER R.C.E. DATE OF 1 SHEETS P E -S. SEPT 19R9 3 . -.