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S-96-4.12
T I• T J z WE 30 20 N d I� z O� N CO Q20 cd 97-00 N N O Cl) APPROX. 51IRFACE 0116 -R PIP C _ ti tiI 14 t9i of - }— JACKED PIPE ZL 90R. C. P. ;; -t 0003 7 98 +00 99+00 I00+00 SANWA PROPERTY i MAGNA BUILDING —G SUARD F-L�s7'.s 101+00 BUR. CBL . - P6. 2" P. E.— S.C. G. - REMOVE �f7EGGd�Cy7J4(/c7 P.R. C. STA. /02 +24.2'4 BUR. C.81- 5.C.E. SEE SHT. N0. II TEMPORARY /5EA5EMEA/T- M.-fWD. coNs7- RC/CT7oiV -- BC.,STA. /O/ t 792 2 E.C. STA. 96 + 31, 20 ( BK.) - ASEME>vr 0 / 6'"A.C.P. - M.C.W.D. E.C. STA. 96 + 78.02 (AHD. )ST 7 +2 , N _MATCH LINE EQUATION � �, � N � � I+-- � 6TAT /ON EG1. N ~� I n1 \ — 97t12.o K� j 1L _ -- STA• r---- I� �S .9G49722 — ��STA. /02f39.4B N BUMP OEFZ.Sl�'G1V' Rr W7� I a�FC- c oo 'L7 — — E — —t._'— /B 1 PERN1gNEN/ �i4MENT- 3 �— c BUR. C,5L. -P.B. �p s 8 " ✓C.P- G.M.4.l7. � — �- �1�,nicE �s4FZFZiER. 6 "A•GP. - M.G.WO. NO7 CAT -101Y C61V0117- 70 A'NZK /NeS lc?4 VMOVE, 9,gLVA /ZEPLACE . C S. /02 t 69. 09 GOT U6f/T� UK�C/1/OLU/✓. LOCATE F�` C'. TA m ry.jay _ P HYDRA IC DA d =90" D = 5.10' n = 0.01 S =o.o 0 = 129.25 cfs = 83.50 MGD V = 4.0 fps s d# fx O O M N PROFILE SCALE y HORIZONTAL 111111= 40' MERTICAL 1"= 4' N 102+00 103 +00� NUTMEG PL. I I in'I , 2G' � b 1" 9o"gCP :5=000037 6 "A.C.P — M.C.W.D. 611A.C.P. —M.C.W D. 8" VC.P.— C.M.S.D, O> ¢ 8�8 — rA • to v N �1 W Q�o W 104 +00 m 20 R II .•� .-. 6 - . -- T -- TA N © 92.00' 26'02'21" 4502' 0 m Q 92.00' 27 056'01" 44.85 22.88" 6,7 & 14 WE 30 20 N d I� z O� N CO Q20 cd 97-00 N N O Cl) APPROX. 51IRFACE 0116 -R PIP C _ ti tiI 14 t9i of - }— JACKED PIPE ZL 90R. C. P. ;; -t 0003 7 98 +00 99+00 I00+00 SANWA PROPERTY i MAGNA BUILDING —G SUARD F-L�s7'.s 101+00 BUR. CBL . - P6. 2" P. E.— S.C. G. - REMOVE �f7EGGd�Cy7J4(/c7 P.R. C. STA. /02 +24.2'4 BUR. C.81- 5.C.E. SEE SHT. N0. II TEMPORARY /5EA5EMEA/T- M.-fWD. coNs7- RC/CT7oiV -- BC.,STA. /O/ t 792 2 E.C. STA. 96 + 31, 20 ( BK.) - ASEME>vr 0 / 6'"A.C.P. - M.C.W.D. E.C. STA. 96 + 78.02 (AHD. )ST 7 +2 , N _MATCH LINE EQUATION � �, � N � � I+-- � 6TAT /ON EG1. N ~� I n1 \ — 97t12.o K� j 1L _ -- STA• r---- I� �S .9G49722 — ��STA. /02f39.4B N BUMP OEFZ.Sl�'G1V' Rr W7� I a�FC- c oo 'L7 — — E — —t._'— /B 1 PERN1gNEN/ �i4MENT- 3 �— c BUR. C,5L. -P.B. �p s 8 " ✓C.P- G.M.4.l7. � — �- �1�,nicE �s4FZFZiER. 6 "A•GP. - M.G.WO. NO7 CAT -101Y C61V0117- 70 A'NZK /NeS lc?4 VMOVE, 9,gLVA /ZEPLACE . C S. /02 t 69. 09 GOT U6f/T� UK�C/1/OLU/✓. LOCATE F�` C'. TA m ry.jay _ P HYDRA IC DA d =90" D = 5.10' n = 0.01 S =o.o 0 = 129.25 cfs = 83.50 MGD V = 4.0 fps s d# fx O O M N PROFILE SCALE y HORIZONTAL 111111= 40' MERTICAL 1"= 4' N 102+00 103 +00� NUTMEG PL. I I in'I , 2G' � b 1" 9o"gCP :5=000037 6 "A.C.P — M.C.W.D. 611A.C.P. —M.C.W D. 8" VC.P.— C.M.S.D, O> ¢ 8�8 — rA • to v N �1 W Q�o W 104 +00 m 20 ( PIPE CURVE DATA O R II .•� .-. 6 L TA N © 92.00' 26'02'21" 4502' 0 m Q 92.00' 27 056'01" 44.85 22.88" 6,7 & 14 °L fw .5/3097 b *iP ! CIVt>, �rEOF 1501 Gusii Street P.O. Box 3030 Cy aD OR N 7 CD t Z W Z_ + + �.... J d' I'ti 0O U) U Q 2 — cn cn W aw _ �' ( PIPE CURVE DATA O R n L TA N © 92.00' 26'02'21" 4502' 22.97' ® 92.00' 27 056'01" 44.85 22.88" CONSTRUCTION NOTES tO CONSTRUCT 90" R.C.P. WITH TYPE I BEDDING 12 CONSTRUCT REINFORCED CONCRETE STRUCTURE AT STATION 96 +95 PER DETAILS ON SHEET 27 14 CONSTRUCT 84" I.D. MANHOLE ON 90" R.C.P. SEWER PER DETAILS ON SHEET 21 15 CONSTRUCT NEW WATER MAIN WITH FITTINGS AND MORTAR LINED AND COATED STEEL PIPE PRIOR TO CONSTRUCTION OF SEWER EXCAVATION. SEE DETAILS ON SHEET 23 FOR CONNECTIONS TO EXISTING A.C.P. WATER MAIN 18 CONSTRUCT 8N.C..P. SEWER WITH TYPE II BEDDING 19 CONSTRUCT 48" ID.D MANHOLE ON 8" SEWER PER COSTA MESA SANITARY DISTRICT STANDARD DRAWING NO. S -100 39 SEE SHEET 41 AND SECTION 112 OF SPECS FOR CONSTRUCTION REQUIREMENTS IN EASEMENTS. OCONSTRUCT SLURRY SEAL OVER PARKING LOT PAVEMENT AND RE- STRIPE TO MATCH EXISTING STRIPING AFTER CONSTRUCTION IS COMPLETED WITHIN EASEMENTS PER SECTION 112 OF DETAILED SPECIFICATIONS. OREMOVE AND DISPOSE OF EXISTING A.C.P. 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 5.0 FEET MINIMUM BEYOND EACH SIDE OF THE SEWER TRENCH. JOIN DETAILS TO BE APPROVED BY MESA CONSOLIDATED WATER DISTRICT. A is BU /LT OQQQfFS. j6pk( COUNTY SAN%TAT%ON DISTRICTS OE ��p4�EtlGFNFfro ORANGE COUNTY, CALIFORNIA SCALE: I"= 40 W � No C17714 DISTRICTS NOS. 6,7 & 14 °L fw .5/3097 b *iP ! CIVt>, �rEOF 1501 Gusii Street P.O. Box 3030 CA%-%i E/7LGv FIE IM3, Newport Basch Caiilomis Lipepod"Li"" n 7141476-3300 92658 -9020 BAKER - GISLER INTERCEPTOR PLAN AND PROFILE STA.96 +78.02 TO STA.104 +81.8014 -1 -IA I .C}S L3UILT �' ED BY B. DRAWN BY R.S. I SHEET OF 51 SHEETS N0. DESCRIPTION APPROVED ED BY S m DATE REVISIONS ENGINEER RC.E. .. , •, DATE