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S-91-1.3 (2)Y W a n c U J W / A , 4 co co cr OD to Off• Lb N w Q, / <C�`�'' L= 40.46' �' v A + 3 i /'/ �Q` �� N 46'37'57" E /% A X V A C114 v \X O 83 60 �� S 45 48 5 4 ` 4 � � SEWER CONSTRUCTION NOTES LEGEND: OF COSTA MESA DEPARTMENT OF PUBLIC 30. CONSTRUCT 6" VCP LATERAL PER C.M.S.D. STD. DWG. NO. S -104 -A T.C. TOP OF CURB ELEVATION & S -104 -D F.S. FINISHED SURFACE ELEVATION S F. L. FLOW LINE ELEVATION CONSTRUCT 6" PVC LATERAL PER MODIFIED C.M.S.D. STD. F.G. FINISH GROUND ELEVATION DWG. NO. S- 104 -A. SHEET MATCH LINE - - -- TRACT BOUNDARY 32. CONSTRUCT 6" CLEANOUT C.M.S.D. STD. DWG. NO. S -107. FF =XX.XX FINISHED FLOOR ELEVATION 41 ` \ 4 �s `,yam S�PGI�F� PAD =XX.X PAD ELEVATION 33. REMOVE EXISTING UTILITIES. ALL EXISTING MN FRAMES & COVERS TO BE (xx.xx) EXISTING ELEVATION 41 H.P. HIGH POINT ELEVATION DELIVERED TO CITY CORPORATION YARD (2300 PLACENTAI AVE) QP. i y -'� �� ❑N VAULT 1 A ` ��� % -- DIRECTION of rl oW 34 REPLACE CONCRETE PAVEMENT AND TRENCH PER CITY OF �N `Tt v o XX.X �> DIA..,P STIC RIIDE EXISTING SPOT ELEVATION COSTA MESA STD. DWGS. NO. 812 AND 813. \ r :: 5 RIDGE LINE G.B. GRADE BREAK BAC OW 3 Q�� 10 `y` T.W. TOP OF WALL - DEVIC 4 1 T.F. TOP OF FOOTING 3 '' , 4 /'/ ;' \ 6`'�` -� tiNDfll -AT -LS 2:1 SLOPE WATER CONSTRUCTION NOTES 3 2 +75 r3 \ \ P�x rlO� - I-B•s•l• BUILDING SETBACK LINE F -91.31 5 5� - - - EXISTING SEWER 5 y ` s ti, F - - - -- EXISTING WATER INSTALL 2" WATER SERVICE ASSEMBLY PER 41. M.C.W.D. STD. DWG. NO. 2. /- o �, �� 90 - -G -- EXISTING GAS \ SEWER WATER 42. INSTALL WATER METER PER M.C.W.D. STD. DWG. NO. 3 & 1 6.(SEE TABLEON SHEET NO. 1 ) EXISTING , o- WATER METER ABANDONED FIRE HYDRANT CAP EAT P /ERAL s 45 \ �Xp \ CLEAN OUT 43. INSTALL 3-2" WATER SERVICES IN COMMON TRENCH. 45 O �k ELEVATION PER ARCHITECTS PLAN ` ® REMOVE AND REPLACE A.C. WITH 4 \ lS'J, 6" A.C. 118" C.M.B. 44. INSTALL 6 „ DOUBLE CHECK VALVE BACKFLOW PREVENTER PER EXISTING STEEL POST M.C.W.D. STD. DWG. NO. 17)W/ 5/8" BYPASS METER IN CUBIC FEET. J tx EXISTING STREET LIGHT � 6 � %9 � v � ��� �� EXISTING EDISONETAULT 45. INSTALL 6" P,V.C. PER M.C.W.D. STDS. (CLASS 150, AWWA, C900 WHITE). GQ EXISTING WATER VALVE \�i� `� QS EXISTING ELECTRIICSVAULL VAULT 46. INSTALL FIRE HYDRANT ASSEMBLY PER M.C.W.D. STD. DWG. NO. 4. EXISTING WATER METER (WET BARREL) ,- EXISTING AIR VAC / �J► \ / f EXISTING TREE 47. REPLACE CONCRETE PAVEMENT AND TRENCH PER CITY OF EXISTING GUYWIRE COSTA MESA STD. DWGS. NO. 812 AND 813. SEE DETAIL x�p 4 \ FOR SEWER 48. INSTALL 6" RT. 45 DEGREE ELBOW WITH THRUST BLOCK PER -- - - - -- - -f - CONNECTION M.C.W.D. STD. DWG. NO. 12. 4 3 41 v DETAIL 49. INSTALL 6" RT. 90 DEGREE ELBOW WITH THRUST BLOCK PER - 3 k\ �� N. .s. M.C.W.D. STD. DWG. NO. 12. a9 �SZ EXIST 8" VCP SEWER - _ _ 5 %IG. 45+86.39 INSTALL 6r WYE „ „ _----- _._ - - - -- _ - -- �r� _ _ __- _._........ .. ........ . . .- _ _ - -_, Ern\ INSTALL 16" X 6 HOT TAP WITH 6 R.W. VALVE PER M.C.W.D. STD. E ST 8• VCP SEWER 50' DWG. NO. 5 OR 6. RELOCATE EXISTING FIRE HYDRAN T. (DR Y BARR EL) PE R DIST STD DWG. N0. 4. EXIST SEWER SERVICE r. 93.51 FF =93. @B n [FI FF =92.9 FF 92.63 _ 1 INSTALL CASING PER M.C.W.D. STD. DWG. NO. 10 MODIFIED FOR 52. CLEANOUT OPEN CUT. v R= 28.00' \\\ ` INSTALL 5' WYE 53. INSTALL 1 1/2" WATER METER PER M.C.W.D. STD. DWG. NO. 3 & 16.(IRRIGATION) L =7.97' INSTALL THRUST BLOCK PER DIST. STD. DWG. NO. 12. Ell \ \\ \ . 55. RELOCATE EXISTING 2" AIR VAC PER M.C.W.D. STD. DWG. NO. 8. 31 FF =91.46 o ❑ •DIA PLASTIC PIPE ADJUST TO GRADE & PROTECT AS NEEDED. FF =92.13 o R= 42.00' �° \ o L -7.71' ISDN VAULT 57. INSTALL 8" x 6" A.C. x. FLG. 45' ELL W/ 6" R.W. VALVE. PLASTIC PIPE o s \ 0. o �3 `.� INDICATES PRIVATE ONSITE WATER o ❑ 0 31 '�` `5' \ O INDICATES PUBLIC OFFSITE WATER � o� . 31 , - -- - - - _ ......... tab 1 CALTRANS RIGHT -OF -WAY \ I CONSTRUCTION C/L 45 OQ(20FES$/ PA -88 -131 101+00 102 +00 103 +00 104 +00 105 +00 1 6 +00 107 +00 107 +21.93 - - -- -- � C/L OF RECORD T- �- - - - T� - -� - - LU 31ro imai Aw.c • cmrA 0�s n14) W� FIRE No. C 33292 w IW LIVk EWMEEMq o WW wo Mf 7TM9 101 +525 NEWPORT SOUL VARD _ FIRE HYDRANT _ 4-- FLOWER ST. _ REVISIONS CONTRACTOR REFERENCES NO. DATE DESCRIPTION APP. BENCH MARK N0. REFERENCE PLANS ELEVATION NOTE TO CONTRACTOR WORK STARTED: DESCRIPTION STANDARD DRAWING NO. WORK ACCEPTED: INSPECTED BY: DESIGNED BY: DRAWN BY: DATE CHECKED BY: CHECKED BY: DATE s Exp.06/30/94 FOF CALIFO`� SEWER AND WATER PLANS TRIANGLE SQUARE PREPARED UNDER THE SUPERVISION OF: �o -Jo -fa JAMES R. MAIT ND R.C.E. 33292 DATE 3 SHEET OF 4 PLAN NUMBER CITY OF COSTA MESA DEPARTMENT OF PUBLIC SERVICES / ENGINEERING DIVISION I A I A 4 r) r)