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S-2002-2.9
....__ _. �._� __r__ I ► t _ �_ rt __ _ 4, j e � � I t 1 , 4 - _ � _,i_ ..._..i._- _ __ -� _ i..._! -- -, h _ -; - - -_ r f -- - - -- t y + y t 1 y - 1. _. _-- -- i ! _ 9 . ..ri.. .y-_" __,_._} ., -.... _ _�. __- ._. .,_, ,.-.. .,, `- ___ _•-- VI � � : '� � ; � 1 � i � yy��..... T k//�� - + . { i - -_y- _. I < s fi , 3 + � -1 t- --� � � t � j r 1 y 1 -fit { 1. ld CC I _ f I a 10 11 12 13 1p Q ri 8 EX. 12" WATER < CONSTRUCT 15" STUB (24) EAST ■{- EX. 3" STL GAS MC1AD CP TEST F' AND 8" STUB (2') NORTH +:�...- .1MN+MM. • ' '. :� U �F — " "'111 ' i I i5 �- ui- _ — — — — - — ..� T_ _ —._ _ �_ _ —. - _.� - \:316*W 1� W 5 4 t8" EX. �,�' EiAER s ■ 1 a �r a w" a �w r�w� wr a +� wN .rrwNN a 1. �wrw�n" a�+�r wr wN a a .w�...N a a �Ywnn r, a a :.wn aa*�" a ��+T a �' CONSTRUCTION NOTES: + ARUNGTQN AVENUE f r ©4 A#iANUpY la1tlST ►YG ItR1CK MANHOLE PER SI *l�tP'1CA'C10.!IR. LtP.YOVE 1'01' PO T10.4 OF MANHOLE To 6 P'E�:1' UNLOW FINISHED SURFACE 6E5s{ AND BREAK HOLES AN HASP: AND. WILL REMAININO 1 *091104 OF ye`4� Q [RICE s N `1 I4&,4jiQLk: WITH MPOR11W SA-W. SEE IWIALL 1 ON SHEM Y t� � x SI.UIZIZY S1.�I� REQUIREMENTS: Q ADAMM -4 ►N PLACE THE EXISVING ld" VCP SEWER FILL PIPEUYE � 2 Exp. 617710 �t18 WITH CONCRyTE. SLURRY OR LOW! SE-V TY CELLULAR CONCRETE AND # Etp. B /JCf� it jam! 1. THE CONTRACTOR SMALL 11!'STORN THE ROADWAY SURFACE WITHIN THE W4WK Uldfi9 dY SLUG EMUd WiCti d -1:�'H WALL O }' dldCK A YO�I'AN 1'LLt ti!*ECL�'1CAY't0?#S. nt ' SLURRY SEALING THE ENTIRE LaAIVS) WHVAM ME ' M&'4CH IN LOCATED- A. FOR TRENCHES PEKPENllICULAR TO TRAFFIC LI MNY THE SLURRY REAL SHALL 7� CO,"rItUCT t8` VCP W#'i`H Twig ti HEDGING. PLAN SCALE: 1 =40' KXTEND 60 VWI' ON BOTH 100W' OF THE THEMCH AND WILL LYCLUOK tH @: ENTIRE TRAVEL LAVES. O MEIipVE EXISTING !tH AYO HAVE AND 1 *taUG Ld" SEWER 'I'O WEST. H. F'OR TRE_YCHES PARALLEL TO TRAFFIC LANES AND FOR SMALL EXCAVATIOW CONSTRUCT 19" VCP AND CON_ -UCT IV ttiY rING 12" VCP- GRAN" COUNTY "TAT ON DISTRICT SLURRY SEAL THE ENTIRE WIDTH OF THE TRAFFIC LA_YE FOR THE FULL LAOC H U pP' THE TRENCH, HUN' NOT LY,IiB THAN ktKl'- 10 COYSY'i {UCY' 4IL" li) !3L#OLI llANH4LJ� t *!iR f.'0'atY'A MESA RA!Ll'i'ARY RESTORATION OF THE ROADWAY SHALL NE CONTINUOUS AIM) Np JOINTS WILT. HE DISTRICT M. DWG. NO. 0 -1011. UNE WITH RANCON 100. ALLOWED. ALL ROADWAYS WITHIN THE WORK L]tfM WILL HE KESTORKD IN OM >r- OPERATION. THE CONTRACTOR SHALL NOT PROCEED WITH THE SLURRY SEAUYG td Y'REND . REMOVAL w. AND RECO.YSY'RUCY'1fl_Y PER CITY OF COSTA MESA Ol'E1tAY'I0Y UNTIL D1LL1sCTlO.Y IS GIVEN Hlf THE CI`1`Y ENG1Nt1ER. DWG. NO. tl13. 1WN �i1fw 1)I� NEMIrplT CA WM i�••y 17*• -5100 �x \:! RESURFACE SY'REE'L' WITH SLURRY MAL PER NOTE THIS S1"'T. ANY EXINTING ILtt'MMUEYY`S DAMAGED HY THE CC_%T A; TQk SHAD, HE REPLACED AN � ��'� � N� TR SEWER DIRECTED BY THE CITY ENGINEER. SLURRY REAL SHALL CONFORM TO SECTION HO'd AND 304 -4 OF '1144 SrA_IWARD PLAN AND PROFLE - ARLINGTON AVE. SPECIFICATIONS FOR PURIAC WORKS CONSTRUCTION. SLURRY SEAL SHALL. SE QUICKWI' 4. E1VAULSI0.V AGGREGATE SLURRY SUL CAYY0NIC (QA -KH) TYPE It WITH S X LATEX 8 -73-2 �F3 A11IIt'CIVE• �.7MIE�SIMi��..���� _ _ SEE SHEET 1 FOR RECORD ©RAIi4MG NOTE P aim Wm am tt. awwwwn, ON APPROVED DATE 6 REVISIONS IMO+IalrllwWl.1R .a r 1©