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S-96-1.2i N 2 W 3 W 2 g U LL s+l c+J f PROPOSED F.S. � O SEWER O • � N 0) .W Q W V) W W >* Z .� w LI �• �. .J V) ^0 JG y �^ U S- 0.0020 CONST. 131.01 LF. - 15" V.0 . SEWER pi O � N +� 0) •W W Cn = (n W W Z W J (n U 1- Q o STREET CURVE DATA " CURVE DELTA RADIUS LENGTH TANGENT CURVEI DELTA RADIUS LENGTH TANGENT Cl 180'00'00" 2.00' 6.28' C13 93'07'13" 25.00' 40.63' 26.40' C2 05'12'10" 885.00' 80.36' 40.21' C14 87'17'30" 25.00' 38.09' 23.85' C3 05'04'29" 857.00' 75.90' 37.98' C15 07'54'41" 850.00' 117.37' 58.78' C4 05'04'29" 853.00' 75.55' 37.80' C16 11'25'17" 850.00' 169.44' 85.00' C5 04'47'28" 815.00' 68.15' 34.10' C6 11'25'17" 815.00' 162.46' 81.50' C7 06'09'39" 843.00' 90.65' 45.37' C8 07'43'58" 857.00' 115.66' 57.92' C9 11'25'17" 885.00' 176.42' 88.50' C10 90'00'00" 1 35.00' 54.98' 35.00' C11 179'59'44" 2.00' 6.28' C12 01'12'58" 853.00' 18.10' 9.05' COSTT. 296.00 L.F. I- 1S V.C.P. SEWER N D NORRIS- REPKE.INC. C .ltlng CINI Engin""ra and Land S.rnyo 600 N. TUSTIN AVENUE QROFESSIOp� I SUITE 250 �O P�� G. 8 SANTA ANA CA. 92705 -3736 ' TEL. 714) 973 -2230 FAX. (714) 973 -2263 No. C44642 3/31/9F st�7E0F CAE�EO ' RANDALL G. BERRY, RCE 44642 DATE 1 "- 20' 1 "- 2' EX. GRADE O SEWER x vi �14, uli g 5 SEE SHE 10 SEWER CONSTRUCTION NOTES 90 CONSTRUCT 15" VCP EXTRA STRENGTH SEWER WITH COMPRESSION JOINTS. 92 CONSTRUCT 8" VCP EXTRA STRENGTH SEWER WITH COMPRESSION JOINTS. 93 CONSTRUCT MANHOLE PER CMSD STD. NO. S -100 UR OTEC T IN PLACE EXISTING GAS LINE, SUPPORT IF REQUIRED. EDDING do 8ACKFILL SHALL BE PER COSTA MESA SANRARY DISTRICT STD_ DRAWING N0. '5 -112 QBEDDING A: STANDARD REQUtREMENT BEDDING 8: 3/4" CRUSHED GRAVEL SS BACKFILL: COSTA MESA STD. DRAWING NO. all J r fx X ' aTER N N Z r r i r r a, AS-BUILT: f /9 X96 ISSUE DATE: 8/14/95 PLAN AND PROFILE FOR THE SEWER IMPROVEMENTS ON SHEET SUSAN STREET 11 MM Sf k 20f a= TO 9U LOVA i AM OP- Z SHEETS CITY OF COSTA MESA SUS- ST6.DWG JN 5403