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S-97-2.1PT. FALLS ON M.H, W14 0 2' S &W TIES tti N O 0 30' EASEMENT FOR ROAD 6 UTILITY PURPOSES PER TRACT NO. 706, M.M. 21126, O.R. 72731176, O.R. 22071196, O.R. 2971147, O.R. 12291238, 8 O.R. 22071206. FD, 1.25" I.P. W/ - COPPER TAG L.S. 4872 4.0' CHAIN LINK FENCE ON P.L. s 30' A -, 13 °48'40" 30' � 052 = 12 T = 60.56' EXIST. 8' V.C.P. SEWER ON C.C. MESA 1N C _ N 50 °11'45" V NIXON a 0 " �. P.`\ FD. 1" I W ( P L �1G 7CE 124 7 0 p I'\, N\ 50*11'4 5 W FD. 1.25" 1. P. W/ COPPER TAG L,S. 4872 I IRT ROD / W+GATE P.P L– — — — — — — — — — — — — — — — — — J i I PARCEL 2. ° 30' EASEMENT FOR ROAD 5 UTILITY PURPOSE NO. I DATE DESCRIPTION REVIS /ONS MEN Contractor to call Dig Alert prior to construction o EXIST. 6" A.C. WATER LINE SAHWCO o M P.P. b M VAC TO BE MESA DR. WO >n 60 co DRIV. S.M.N. O t7 4 n I FD, 1' I.P. W/ PL CE 12437 1 R,�Q 3R° / 2140 MESA DR. 3 FD. "C" NAIL R "I— EXIST. a' V.C.P. SEWER in PILASTERS 30' EASEMENT FOR ROAD 8 UTILITY PURPOSES PER O.R. 34921299 8 O.R. 22731176. O e r W O U io Ut � o IT CO' TO 45' CIA. EUC, TREES — e,�yll '45" E �° - - -L ---------------------- - - - -JI I I 3 2148 MESA DR. COSTA MESA SANITARY DISTRICT APPROVED FOR WORK WITHIN MESA DR. RIGHT -OF -WAY ONLY e zi[R� Distri t Engineer Date SCALE 1 " =30' VICINITY MAP 769.90' 310.62' SEWER NOTES - COSTA MESA SANITARY DISTRICT 1. The sewer system shall conform to the standards of the Costa Mesa Sanity District. 2. Contractor shall request Inspection from the office of the District Engineer 48 hours prior to commencement of work. (714) 631 -1731. 3. Any work performed without Inspection from the District shall be considered unacceptable. 4. Contractor shall obtain C.M.S.D. Sewer Permit prior to commencement of work from the Dept. of Streets and Sanitation, City of Costa Mesa, 77 Fair Drive. (714) 754 -5323. 5. Contractor shall obtain all necessary permits that may be required from the local governing agency. 6. Contractor to have a copy of approved sewer plan and C.M.S.D. Standard Plans and Specifications on job site at all times. 7. Clay pipe joints shall be Type "G" mechanical compression joints for main line sewer. Type "D" joints, Band -Seal or approved equal, are approved for laterals and repair work only. 8. 6" laterals shall be constructed from the sewer main to every lot. 9. All laterals shall be constructed prior to surfacing of streets. 10. Stamp "S" on curb at sewer lateral locations. 11. Sewer main shall be air or water tested meeting District Engineer's approval. 12. Prior to asphalt concrete paving, manhole frames and covers shall be left 6" below finish grade. After street surfacing Is completed, frames and covers shall be raised to grade per Std. Dwg. No. S -106. 13. Sewer manhole frame and cover shall be Alhambra Foundry A- 1270, or approved equal. Cover to be stamped 'SEWER'. 14. Sewer main shall be balled after all manhole frames and covers have been raised to grade. 15. PVC pipe may be used only with prior approval from the District Engineer, 16. If minimum separation distance between sewer and water main is not met, special construction requirements are to be used per Std. Dwg. No. S -110 -A or S- 110 -B. 17. Developer Is responsible for replacing any existing laterals not found in field or found to be defective. 18. All trench excavation and pipe bedding shall be done per Std. Dwg. No. S -112. W h y W� FD. I' CP. W/ NAIL W/4 02'S e W TIES CONSTRUCTION NOTES 10 CORE DRILL EXIST. MANHOLE TO ACCEPT NEW 8" V.C.P. RECHANNEL PER CMSD INSPECTOR. Q2 CONSTRUCT 8" V.C.P. SEWER 03 CONSTRUCT 6" SEWER ® CONSTRUCT SEWER CLEANOUT PER CMSD STD. S -107 ® caw. 4° hTUP1 OUT W RH PLUG I � ROFESS1O A ,BU I -T FD. BROKEN SQ. SK. �� Q Nqe SET 112" REBAR c BRIAN J. y GLEESON m Cr R.C.E. 45726 ; PURPOSE: Expires 12-31_98 1. TO PROVIDE SEWER SERVICE TO 2100,21402148 MESA DRIVE, NEWPORT BEACH. q� OF CAL1F OWNER: ■G PREPARED BY; SSW" "�/LC'"7 /ALAN SHEET EDN� B \G ENGINEERING Carla Brockman DNA 17981 Sky Park Circle, Site F 2100 MESA DR. 2700 Harbor View Dr. Irvine, CA 92714 Corona D61 Mar, CA Telephone (714) 261 -7440 COUNTY OF ORANGE (714) 760 -6785 PORT /ON OF LOTS 119 -121 OF BRIAN J.` ES R.C.E. 45726 EXP. 12/98 DATE ■G