Loading...
S-2006-1.3h Y S p� C` W W 0 —_ // E / G 11 BENCH MARK 7 +00 1 I 6 +00 DESCRIPTION: FIELD BENCH MARK NO. HB- 243 -77 3 314" ALUMINUM BENCHMARK DISK STAMPED 'HB- 243 -77" SET IN THE NORTHEAST CORNER OF A 4 PT. BY 11 FT. CONCRETE CATCH BASIN, 260 FT WESTERLY OF THE CENTERLINE OF AMERICAN AVENUE, AND 3 FEET SOUTERLY OF THE CENTERLINE OF VICTORIA STREET. APP. ELEV. 78.365 LEVELED 2005 5 +00 5 +31.90 74.64 80T OF WT 72.81 TOP OF SW DATA TABLE SCALE. 1'- 20' - NOTE: EA7S7ING SEWR PUMP STATION AND VALVE VAULT 70 BE MODIFIED BY OTHERS REFERENCES DEVELOPER: DESIGNED BY: - PAGE REFERENCE PLAN PACIFIC RIM BUILDERS, L.P. DRAWN eY: 3111 N. TUSTIN AVENUE, SUITE 220 RECOMMENDED BY: ORANGE, CA 92865 SEWOR CML ENGR TEL: (714) 974 -5111 APPROVED BY: FAX: (714) 974 -5091 CHECKED BY: CHECKED BY. — APPROVED BY: ASSIST. CIVIL ENGR. CITY ENGINEER — R.C.E. No. EXP. - t4 + T SEWER CONSTRUCTION NOTES: 21 CONST. 8' VCP PER C.M.S.D. SIDS WITH 314' CRUSHED ROCK BEDDING EXTENDING TO 1' ABOVE PIPE 22 CONST. 6" VCP PER C.M.S.D. STD. S -104 WITH 314' CRUSHED ROCK BEDDING EXTENDING TO 1' ABOVE PIPE 23� CONST. 48' I.D. SUH PER C.M.S.D. STD. S -100 �— SEWER PUMP TO BE MODIFIED BY OTHER 26 CONST. 4' PVC CL 200 PER C.U.S.D. W17H 112" CRUSHED ROCK BEDDING EXTENDING TO 1' ABOVE PIPE �� � O O r k 33100 E1P.000/06 \r%w. CIV�v PREPARED BY: 2564 W. WOODLAND DRIVE ANAHEIM, CA 92801 TEL: (714) 527 -2552 i, FAX: (714) 527 -2662 DANH CONG HO DATE DATE I R.C.E. No. 33100 EXP. 6/30/06 PROFILE SCALE HOR. 1" = 40' VER. 1" = 4' Put�k $etvims Dept. �nc�r�eenng Derision Approval =or improvemen tsr�t A way or public easements, an enrW` pe ,l it is requires' arrr to the Start C" 20' 10' 0' 20' 40' GRAPHIC SCALE: 1' =40' TRACT NO. 16070 SHEET 3 SEWER IMPROVEMENT PLAN of 3 PLAN CITY OF COSTA MESA I NUMBER DEPARTMENT OF PUBLIC SERVICES - S -3 t BEAMWIDELTA R40KIS LEACM TANGENT Q N 88°01 '02' E 1.80 J N 88'16'06' E 45.04 C N 89'37'15' W 68.90 D N 89'37'15' W 39.09 REFERENCES DEVELOPER: DESIGNED BY: - PAGE REFERENCE PLAN PACIFIC RIM BUILDERS, L.P. DRAWN eY: 3111 N. TUSTIN AVENUE, SUITE 220 RECOMMENDED BY: ORANGE, CA 92865 SEWOR CML ENGR TEL: (714) 974 -5111 APPROVED BY: FAX: (714) 974 -5091 CHECKED BY: CHECKED BY. — APPROVED BY: ASSIST. CIVIL ENGR. CITY ENGINEER — R.C.E. No. EXP. - t4 + T SEWER CONSTRUCTION NOTES: 21 CONST. 8' VCP PER C.M.S.D. SIDS WITH 314' CRUSHED ROCK BEDDING EXTENDING TO 1' ABOVE PIPE 22 CONST. 6" VCP PER C.M.S.D. STD. S -104 WITH 314' CRUSHED ROCK BEDDING EXTENDING TO 1' ABOVE PIPE 23� CONST. 48' I.D. SUH PER C.M.S.D. STD. S -100 �— SEWER PUMP TO BE MODIFIED BY OTHER 26 CONST. 4' PVC CL 200 PER C.U.S.D. W17H 112" CRUSHED ROCK BEDDING EXTENDING TO 1' ABOVE PIPE �� � O O r k 33100 E1P.000/06 \r%w. CIV�v PREPARED BY: 2564 W. WOODLAND DRIVE ANAHEIM, CA 92801 TEL: (714) 527 -2552 i, FAX: (714) 527 -2662 DANH CONG HO DATE DATE I R.C.E. No. 33100 EXP. 6/30/06 PROFILE SCALE HOR. 1" = 40' VER. 1" = 4' Put�k $etvims Dept. �nc�r�eenng Derision Approval =or improvemen tsr�t A way or public easements, an enrW` pe ,l it is requires' arrr to the Start C" 20' 10' 0' 20' 40' GRAPHIC SCALE: 1' =40' TRACT NO. 16070 SHEET 3 SEWER IMPROVEMENT PLAN of 3 PLAN CITY OF COSTA MESA I NUMBER DEPARTMENT OF PUBLIC SERVICES - S -3 t