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S-87-2.1388 � m •-1 - M 80 01 4, 0 3 O 0 /4 3 O NSN N � u 4 "0ACKFLOW P .CAEV7E,P ,455EMBLV. 4", I N iY h. ' 4 "0/P CL. SO 117 X3E7lER VAUL _ G ^x4"ero. A4CK®F &IRO FACE OF CURB L /P OF 451U77ER A GA7F VALVE # - PLAN ss W- t c. .7 A - A d ._'t: . A:: -- 6." (;AT,' FADE. tai & Y ¢Z �} "t" ti. L SPOO L_ (YI A - Fi:4) I . f-, sFT gr-� 4 4AZS vA�vE (A;y., FU )W ijtjy i 4+'YKtA,7.61L RA.N4RD AW T. A IMnA ti p� yt ( -ARC.) Asw FROM mow d . 7 T t 'i i W. Kw_ EL. CP_4M -Fu-) � ��. � °. ♦ 1 +v:_ .�-.1�._ Y �o_:_ ... .'ti's .. ...' ^t THIS DETAL SHOWN HERE FOR WTERN& CONSTRUCTION FOR RELAiIMW TO SITE PROFILE SCALES SEE 5T THESE PLANS AND ON SITE PLANS VERT. 1' =2' /5 HORIZ. 1=20 Nk NW 0� W LL1 11. %) _ "• I 84 BBTW 89. 72 rW. - - :Z10 IN 90./9 I EZg4rt B773E 06.00 I �, , I'EX1ST. P/L ; 0 I Fs. ' azoo_ - I {p go.zi rw. 1\ / 884Z AE �+ 062E 1 �c--- - -=r --�., �i aP ----- - - - -'J -4-1 L� n aU / 90 /q 7.7W 86.65 6 F.5 _ �I __ - -_ -_ 6RAOE BREAK - -� - - -- - -- -- _ _ _ u -- I - - - - -- -�\ n \�\ 88.73 rW - - - -- -WHEEL GNA /R RAMP , 85G7TC. 85.69 re. 86., /TC. �`"w�� ` v-- 0 i4 � -- -- 86.87 T, G. 0°i��k' ED 6.5 / I UU�� \� 85 L5G /FL. 856 4'W1DE \w� '�1 a 0 1 G / 1 \ 8E. 2f PER L /6..M. STO, 505 ' '�� I h �' M /N ✓. OUT I 8 p ` \" q0. /9TW 2I �5.74rG. - - -� - S -W NEWCURBLN'E- - -� - -- - -- -- w NEl✓GURBL/NE -- - / I 883q FL . 85.30 TG. f3 l> -- B S --- -- -- - -6 / 0 -- - 6.. I �� 85.50 1 - 1 88.29 Ti✓ ??,� 85.651,' �� �� ,, I' �_-� 88.36 FL. 85.76 g6. I $ Fy 96•�`J T! F�l �U 'JAI/ 88 84 rc -- - -- -_ � _ 25' -- -� GRApE > I I teP- �. \ o GdEX /STWgTER 0724 ---------- - - ---- - - ---_ S� / CONC. OR /VEWq✓ '�' I I F.S. 1� -- L---- - - - - -J L -= \ ee.Ggrc NEW STORM ORA /N F/ 5TAT /ON uu0� _ - o r u���1� \ p TO 2EMA //V `�� I u w I ^�- N.89 39 39 W. 9 gh' F I / I 1 10 - f ITT}�I 1'T T- it v` - -7 88.87rC. 855p rC. 86. GR TG I - -� -_ -_ _ - -- _- - -�\ - j j G /2 r\ I'I I I III II III a . _ __ _ _ __ -_ _ r _� II j G. /6 F5. -_ / 86.. /O r. c. d6../ /rc. ' BG70rc -L r-= r= 2 "G - - - -- 24 NEW P/L 0_5.50 85.70,'5. ,, II _ q Y3 86.28,'5. 16. \ �u 2 86.46 TC. u0� D - - - -- '39"W. �f uU Fh'I 0f 0 �u I� BG.00g 0 0. IMF. I�c� , Q I III F W I t 01 \U I 0 g0 5.5',x5.5 COVMOL SOX �V 9 1 F 4 aiV�ymi ,� /N / 7l/ 6 I aLUG TEE ATM4 //V 0 �h h yh O a l lh� h�/ /4 =G NWATE,Q L //VE I /BY CO/VT,PACTOR) I I III I O gU.�U! g1• gV•eyp 42 �{ "M>A /V TONORT1/ ABQNOOAI EX /ST. Street work plans reviewed and agreed to pursuant to Public Utilities Code Section 10103 City of Costa Mesa by date 42 /�VSTALL Gr'WATER L /NE \J C 900 - C4A55 200 v II SOL/Tf/ERLV L INE OF 15' yW /OE 0771 -17 EA5EM'T. Q CA 714/ BY COPELEY - COLONV TRENGN /it/G BY oEYELOFER 3 47 PLANS PREPARED UNDER THE SUPERVISION OF R.C.E. ; APPROVED BY MESA CONSOLIDATED WATER DISTRICT 47 THRUST BLOCK 43 G /XG"XG"'(G.7xFL) 4/ 45° BE/VO • " V �ltx, A , °I �, \ 0? OON/A/ ZA ST264M 0. iir77/k74/57_ 42 � BLOCK JQ5 Gr 0 -F, VALVE �G•T. xGL.) DETAIL AT ANGLE POINT .,ANG FIRE HY RANT SCALE: N.T.S. 'CONSTRUCTION NOTES 41 INSTALL 450 ELBOW. lla- rxG-r) 42 INSTALL 6" PVC WATER LINE. (C900 - CLASS 900) WITH HIGH DEFLECTION COUPLINGS. 43 INSTALL 6 "x6 "x6" TEE. 44 INSTALL 6" 0 -r VALVE AND BOX ASSEMBLY. 47 CONSTRUCT THRUST BLOCK PER M.C.W.D. STS. 12. 45 INSTALL BUTTERFLY VALVE AT EXISTING TEE. CONTRACTOR TO VERIFY LOCATION AND TYPE OF VALVE REQUIRED. 46. LATERAL }ABANDONED PLUMER STREET fs 20 0 20 40 /4t/9 OG _ 43 4/ GRAPHIC SCALE PROFILE SCALES PLAN AND PROFILE FOR THE CONSTRUCTION OF $ -86 -253 �?-• j -.`: Mesa Consolidated HORIZ. I" a 20' UTILITY IMPROVEMENT PLAN DATE VERT 114 2' PLUMER AVENUE ""� -91 � SHEET 15 Water DISirICt PLAN SCALE E " 2D' WATER RELOCATIQN PLAN YOUR INDEPENDENT WATER AGENCY I dts. dwn. (ANAHEIM AVE. TO 228 WEST OF PARK AVENUE) 01 1 DATE 1965 Placentia Avenue• Costa Mesa, Co 92627 714 631 -1291 DATE BY REVISION DESCRIPTION APFfD DATE to STA.13+00 TO STA. 14 +30.22) AP 0322 4 N � 1'