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S-89-3.2v n s W Y, i a i J �I 1 i j ONSTRUCTI D 0 ON -SITE OFF -SITE DWG. O D -1 0 LOCAL DEPRfSS10N PER L ACFC.D. STp Z D415 3 A. �- CO T. 18" R.C. ., D- O 60 L . 2i2 L 2C^ CONST. 48" MANHOLE PER C.C.M. DWG. S -100. 4 EA. 4 EA.' CONST. 6" P.V.C. DRAIN. CONST. 15" P.V.C. SEWER MAIN. 40 268 LF. 2�-- CONST. 10" P.V.C. SEWER MAIN. 296 LF. 470 LF. 2 CONST. 8" P.V.C. SEWER MAIN. 534 LF. 20 LF. 22—�— CONST. 6" P.V.C. SEWER LATERAL. 145 LF. EA. 22 -- 02J _ CONST. CLEAN OUT PER C.M.S.D. DWG. S -107. 1 EA. EA. �w C� @*_ — CONST. 12" P.V.C. SEWER STUB 2 EA. 10 LF. - PROTECT EXISTING UTILITY IN PLACE 2 EA. INSTALL 3" COPPER WATER SERVICE,. O/Y 28 PLUG PROPOSED STUB FOR FUTURE USE INSTALL 4" WATER SERVICE. 180 _ 4 EA. 0__ CONST. 15" V.C.P. SEWER MAIN. 42 LF. 12 EA. �. C� INSTALL STD. DOUBLE CHECK VALVE BACKFLOW PER M.C.W.D. STD. DWG. 17. SIZE AS SHOWN 5 D 0 CONST. CATCH BASIN PER L.A.C.F.C.D. STD. DWG. O D -1 0 LOCAL DEPRfSS10N PER L ACFC.D. STp Z D415 3 A. �- CO T. 18" R.C. ., D- O 60 L . 2i2 CONST. JUNCTION STRUCTURE #2 PER L.A.C.F.C.D. STD. DWG. 2 -D112. 2 EA. -- CONST. 6" P.V.C. DRAIN. 1504 LF. �4©3 R P � O 40 CONST. CB B.NO.2PERL.A.C.F.C.D. STD. DWG. 2 -D162. EA. ®-�--- CONST. M.H. NO. 1 PER L.A.C.F.C.D. STD. DWG. 2 -D102. 2 EA. 33 INSTALL 12" P.V.C. DRAIN. 171 LF. 38 INSTALL 6" P.V.C. CLEAN OUT. 5 EA. WATER 40 INSTALL 8" P.V.C. WATER MAIN CL 150,C900,WHITE 2235 LF 12 1lx8 "HOT -TAP W/ 8" VALVE PER M.C.W.D. STD. DWG. 6. 2 EA. 22 -- INSTALL STD. TEMPORARY BLOW -OFF AND CHLORINATION ASSEMBLY PER M.C.W.D. STD. DWG. 9. 1 EA. �w C� 1 -1/2" METER INSTALLATION PER M.C.W.D. STD. DWG. 3. GPM PER PLAN BY DIST. PAID BY OWNER 2 EA. 44 INSTALL 8" FL.G. x FLG BUTTERFLY VALVE PER M.C.W.D. STD. DWG. 14. 2 EA. INSTALL 3" COPPER WATER SERVICE,. O/Y 190 LF. 46 INSTALL 4" WATER SERVICE. 180 LF. 47 INSTALL 6" P.V.C. WATER SERVICE CL150,C900,WHITE. 1130 LF. 4S FIRE HYDRANT INSTALLATION PER M.C.W.D. STD. DWG. 4 WET BARRELL 12 EA. �. C� INSTALL STD. DOUBLE CHECK VALVE BACKFLOW PER M.C.W.D. STD. DWG. 17. SIZE AS SHOWN 5 EA. ®--- INSTALL CONCRETE THRUST BLOCK PER M.C.W.D. STD. DWG. 12. 29 EA. �— REMOVE EXIST. PVMT. i BASE, MAKE TRENCH, AND REPLACE PVMT. 6 BASE IN KIND, PER C.C.M. STD. DWG. 813. 2265 SF. 22 — INSTALL 4 -WAY FREE STANDING SIAMESE UNIT 2 EA. 53 INSTALL 6 -WAY FREE STANDING SIAMESE UNIT 1 EA. 54 INSTALL 2" COPPER WATER SERVICE PER M.C.W.D. STD. DWG. 2. 85 LF. ®-- 2- 2" STD. METER ASSEMBLY PER M.C.W.D. 6 --- STD. DWG. 3 BY DIST. PAID BY OWNER. 2" STD. METER ASSEMBLY PER M.C.W.D. 2 EA. STD. DWG. 3. BY DIST. PAID BY OWNER. 3 EA. 5� INSTALL 8" RT. x FLG. 90 DEGRF,,E ELL. 1 EA. 58 INSTALL 8" FLG. x GT. ADAPTER. 13 EA. INSTALL 8" x 6" GT. x FLG. 90 DEGREE ELL. 2 EA. ��- -� INSTALL 8" x 6" GT. x FLG. TEE. 9 EA. INSTALL 89E 45 DEGREE GT. ELL. 4 EA. bl INSTALL 6" GT. x FLG. BUTTERFLY VALVE PER M.C.W.D. STD. DWG. NO. 14. 3 EA. 1� FLG x GT ADAPTER �2r *.� FLG = FLG. EL L FLG. ELL 0\� N �`LG. X GZ AoA'PTEFT S' fLG' = FLG ELL DETAIL "D" 641- --- INSTALL 6" GT. 90 DEGREE ELL. 2 EA. b4)- -- INSTALL 8" GT. 22 -1/2 DEGREE ELL. 1 EA. ��-- INSTALL 8" FLG. 45, 22 -1/2 AND 11 -1/4 DEGREE ELL. 1 EA. �6f-- INSTALL b" GT. x FLG. 9D DEGREE ELL. 1 EA. .06- INSTALL 401 GT. PLUG. 1 EA. 68�- -- INSTALL YP BACKFLOW DEVICE PER M.C.W.D. STD. DRWG. NO. 16 7 EA. 691-- INSTALL 2" TATTLE TALE FIRE LINE PER M.C.W.D. STD, DRWG. 20 2 EA. SC� INSTALL •" FLG. 90 AND 11 -1/4 DEGREE ELL 1 EA. i�-- INSTALL 12" x 2" HOT TAP W/ VALVE PER M.C.W.D. STD DWG. NO. 6 2 EA. 57�- -- INSTALL 12" x 6" HOT TAP W /6" VALVE PER M.C.W.D. STD. DWG. NO.6. 1 EA. INSTALL Ill" FLG. x 6 11FLG. TEE 1 EA. INSTALL •" FLG. x 8 11FLG. TEE 2 EA. INSTALL TEMPORARY 8" LOOP CONNECTION 220 LF. (CL150, C900, WHITE) /r�-- INSTALL j" x,6" REDUCER 1 EA. © 1"r ze tf " x dJ 4i�r rEE / E4 L,. = G7 40,4PTE.9 —� 7 �I �� I r90° FLG FLG ELL DETAI N.T. SEE OET•4/L O TO THE LEFT_ REVISIONS T I N0. I DATE DESCRIPTION I APR I CONTRACTOR WORK STARTED: WORK ACCEPTED: INSPECTED BY: FLG ELL y G 7' 4,0A,17_4111F PiY011f 'SEE P.4OF /LE axlslfEET 6. REFERENCES BENCH MARK NO. REFERENCE PLANS ELEVATION NOTE TO CONTRACTOR, SEE SHT. DESCRIPTION STANDARD DRAWING N0. DESIGNED BY: DRAWN BY: RECOMMENDED BY: APPROVED BY: SEE ZLc_74 L ;4 PROF/ZE "A" ON SHEET NO. 5 DATE CHECKED BY: CHECKED BY: CITY ENGINEER RCE GREENBROOK Am E. 1p • ° � - � L 90 „I - 1119T 44 L Ei C` ENOWI �"oJn�EDIX�O IIMID .N"-°Nk I MO mr ST. MEG 6 PREPARED U NDER THE SUPERVISIO.IN N 7 O W cO:LIslIxYlFto-E�.a: 4 wt C I r `EdD s . a J. EDWARD BER JR. 21944' DATE COrV7/T,41T0.4 TO 4E,flor ' 2 °39'33” 97.4-OD' /93.48' 97./3' 7,.R EASEMENT A COSTA MESA APPROVED FORCONNECTION. ��I INTO SEWER IN BEAR ST. - DIStrR�ICTT ENGINEER 'DATE METRO POINT _ 3 SHEET WATER, STORM DRAIN AND PRIVATE SEWER PLAN of 6 vj PLAN CITY OF COSTA MESA NUMBER DEPARTMENT OF PUBLIC SERVICES/ ENGINEERING DIVISION )WAY 23 088 J.N. 3983 C7 ■