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S-87-2.3MATCH LINE SEE SHEET NO. 8 STA. 16 +12.221 PLUMER ST. PLUMER ST. �l ENO eEM0V4Z5 S CON57keZIC770N W (SEE SHEET 8) -/O/A/ 5 MATCF/ EX /ST. CL/2B 6 61-1776Q 3 3� o> �� EXISTING R/W LINE 7 h M /O f 12.22 5 /2 /011 14500 2 -A. : ECPSTA II�tij r -r ig STA. /0,'00 PARK AVENUE S 74. /G f G!> 22 PLL/MEQ ST. AL0TEal ON -SITE GRADING SEE PLANS FOR THIS AREA " II q� Q v 3 NEW R/W LINE Q W 4 I QR W� W Q Qm STA. 32,,42.22 /q"I 7Sw /2 00 gu o Ali 53 /7 6�p I 4 g l Ct I sk, / 7 �V 0 50 V. �V1 S7 m /7 11k 50 u � 9u m 9 �h N g5� 2 ��� ti, g� V•y I ' 41 9G � � W N. 0 °20'53 E. 12 L I-AV17- 001- 7:PC7Ul5A0V"3. 3 0 V a '111 do /N EX/z5r 97- e- ollr-a /2 /Vv. 49q T�tI N j m Z 8�/ 2114 �8q FIELD Q y � Q W 4 % R� y N k PARK A VENUE Z 42 48 4q W L1 = N O ti v. 0 t ti NOTE- F.W. LINE SIZE TO BE CONFIRMED WITH FIRE SPRINKLER DESIGNER BEFORE CONSTRUCTION CURVE DATA NO. A R L T / 8q ,05Q12011 25.00 3q. 27 25.00 Q) 19TH ST, to It c 03 co cb [' STA. /31129 e9 GAPK STA. 331100.22 /971,'57. W 'L Y. S7A. ,101100 /9�ST. E'LY. .CONSTRUCTION NOTES OREMOVE EXISTING CONCRETE CURB & GUTTER. 12 ABANDON WATER SERVICE LATERALS AT THE MAIN PER M. C.W. D. STANDARDS. (F>•( 60NTQACT0Q) 1Q1 REMOVE EXISTING GAS SERVICE LATERAL. CAP AT EXISTING MAIN. (BY S.C.G. COMPANY) i7 SAWCUT, REMOVE AND REPLACE EXISTING PAVEMENT AS SHOWN IN DETAILS 1, 3, & 4, SHEET 12. OINSTALL 6" PVC WATER LINE. (C900 -CLASS 200) WITH HIGH DEFLECTION COUPLINGS. 46 INSTALL 6 "x4" REDUCER. (Q.'(.xrL,.) 48 INSTALL STD. TAPPING SLEEVE AN67 VALVE G);(C M.L.WtZ. 5ff7. fi ANO 412E AS SHOWN ON PLAN. 49 INSTALL 2" LOPPOZ W4"fE2 iEQVICE PEQ M.L.W D. 5'fD. DWG NO 2 49A INSTALL 2u METER AND PDX PER M.L.W.O - futmAf2D4 (OW6. NO. 3) . wri, aDPJZOVED 1260. W655U(ZE 13AUCGI.0 W Dwcr' f�R M.6.W0. 512 0W4.N0J&. 50 CONST. TYPE "C -6" CURB AND GUTTER PER C.C.M. STD. DWG. 6 NO. 312. 53 CONST. ACCESS RAMP PER C.C.M. STD. DWG. NO. 416. 57 CONST. CONCRETE SIDEWALK PER C.C.M. STAD. DWG. NO. 411 AND ACCORDING TO WIDTH SHOWN ON THESE PLANS. 58 CONSTRUCT CONCRETE SIDEWALK.RETURN PER C.C.M. STD. G DWG. NO. 412. 96 CONSTRUCT 6" VCP SEWER LATERAL. 20 0 20 40 GRAPHIC SCALE STREET IMPROVEMENT PLAN PARK AVENUE STA. 10 +00 TO STA. 13 +29.89 CITY OF COSTA MESA DEPARTMENT OF PUBLIC SERVICES /ENGINEERING DIVISION S -86 -253 MC -915 SHEET OF j� PLAN d! NUMBER j Go 'm q 8 / m Nz h'.