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S-2006-3.3old 4 V I - 1 J °i W e _ - - -. f- _ _ _ _ _ _.. PROFILE SCALE. r LL -- - - - -- - - -- - - - -- - - - -- _ VERTICAL: 1 - -- - - - - - - - - -- - - - - - - - -- - - _ __ _ ___ - . HORIZONTAL. 1 20 - - E E SHEET _ 0 . _ 13 67+00 -` 67 +50 V 7 -68+00 = n _ 68+50 69+00 -69+50 70+00 70+50 _ _ r+oo 7+50 �Z_ - I j! 8 4 0 8 4 8 I { { 0 c + ,} 5 14 + rnm_ 4 4 ,n a I o& SEE SHEF 1\40. 16 L ' 8 r{ z� 10 a 49 II a4 W a NOT LOT "{1'k TO DRAHd INTO M OD - n c < n X w o ` I o0 t3 0 -� F PROPOSED AREA DRAIN SYSTEM +. v n x m ° 3x + w X ° °D a 11 a +3 + + 5.1 + + �m3 I u7F coax oeW W PER SHEET NOS. 3 & 5. - -- _* -- _ _ _ P _ _ _ _ _L �Q 20 0 20 40 60 -- ® 1 a`3 -- SOT- ° ID ' �' + °� `O° � 0 fO� PUBLIC UTILITY EASEMENT Po'm LOT "E \I�`- _ ---- - - - - -- - - -� v� '� -- - �' EXIS POLES _ W \ 1� t \ 7 0� 7 \ 0�0 ��/ Q R /yy 7 5 RO ECT -IN -PLACE Acb A/ POLE - -- -- - - - - -- ± -- - - - 4' CL 2 WIRE !iii I _ � L /W - - - - - 7 S C Q l e 1 �� Q IN PROTECT- IN -PLACE ^- _ -- >• EXISTING WALK L - - -- - -- ------ - - - - -- - ` -- - 7 r _ -- -- — � -- -- -- EXISTWG-WALK---- - POlf -` -- - - -- -- _. FH w - �� - - - -- - - - - -- - - -- - - �- - x - wM wN �� ar PARKWAY UY + ° m C t� .n ' N C >t -- - - — - - - - - -- - __ z r` v 4 3 z - -- - - - - -- - - - - -- - - - -- - - -- - - E�f+STtidfi 30" -Sf3 _ _ 4 wLo -- -- - { -- - - - - -- -- - -- — — -- - - - - - -- - o 1 2 c 6 o - -- -- - - -- -. - -- - -- -- -- -- - — - - -- - -- — -- -- w 1 2 6 -- -- - - (ate _ �Y >_ FORS LIC —STORM DRAIN 6 - „67 15 44 51 1 68 44 15 �X My �M 69 15 15 70 15 Irv_> 71 I ol} 15 7 Al I" a • V0 e , TWO WORKING DAYS BEFORE YOU DIG L REVISIONS I N0. I DATE I DESCRIPTION „ N0 I li M NI UE = I Jt ZU.OU 23RD STREET CL INT COSTA MESA SANITARY DISTRICT DISTRICT ENGINEER DATE CONTRACTOR APP. DATE OF CONSTRUCTION 13 ��EXISTING 6" ACP WATER (>>.pz`� - - EXISTING 4" ACP WATER ORANGE AVENUE CONSTRUCTION NOTES (CONT.): SURFACE IMPROVEMENTS SAWCUT AND REMOVE EXISTING PAVEMENT. D SAWCUT AND REMOVE EXISTING CURB & GUTTER. SQ__ AWCUT AND REMOVE EXISTING DRIVE APPROACH. 33 4 SAWCUT AND REMOVE EXISTING SIDEWALK. Sa- REMOVE EXISTING AND RECONSTRUCT RESIDENTIAL SIDEWALK FLARE PER CITY OF COSTA MESA STANDARD DRAWING NO. 413 OVER 4" CMB. REMOVE EXISTING AND CONSTRUCT TYPE C -6 CURB & GUTTER PER CITY OF COSTA MESA STANDARD DRAWING NO. 312 OVER 6" CMB. CONTRACTOR SHALL RECONSTRUCT A MINIMUM OF 3'OF AC ADJACENT TO NEW GUTTER. THE NEW SLOT PAVE STRUCTURAL SECTION SHALL BE 6" AC OVER 6" CMB. EXTEND CURB & GUTTER REMOVAL TO NEXT JOINT IF LESS THAN 8' AWAY. PAINT CURB & GUTTER RED TO MATCH EXISTING LIMITS. 7o- CONSTRUCT NEW RESIDENTIAL SIDEWALK PER CITY OF COSTA MESA STANDARD DRAWING NO. 411 & 413 OVER 4" CMB. BEG. END DATE ACCEPTED BY CITY COUNCIL LIC. # BENCHMARK BENCH MARK NO.: CM -17 -70 ELEVATION: 74.616 NAVD88 DESCRIPTION: 58' SW OF THE CL OF 23RD ST. 21' NW OF THE CL OF SANTA ANA AVE., SET IN THE SE CORNER OF A 4'x9.5'x9.5' CONCRETE CATCH BASIN, LEVEL WITH THE CURB. BASIS OF BEARING: GPS CONTROL STATION #6205 TO GPS CONTROL STATION #6194 = N 24'41'33" E. REVISION 1 PREPARED BY: QROFESSIgy� THE KEITH COMPANIES, INC. ((49Exp.. 19 TECHNOLOGY DRIVE IRVINE, CA 92618 ��C i TE : 3-WW L 94 9Z No. 59808 09 ��g' 15-- 04 f'� GIB CALVE \� DALE A. WATSON RCE NO. saaw EXP. 12-31 - PREPARED BY: 110 25911 Pinewood Lane Laguna Hills, CA 92653 (949) 586 -5200 FAX (9491 586 -6987 ALAN R. SHORT, P.E. MX 30873 EXP. 3 -31 -06 DESIGNED BY: AIRS DRAWN BY: CA CHECKED BY: AIRS RECOMMENDED BY: n»:ZeP/Xs7:1� DATE 6/21/04 6/21/04 ERNESTO MUNOZ, CITY ENGINEER R.C.E. #47643 EXIS G 6" ACPi WATER -- NOTE: SEWER STATIONS ARE SHOWN AS AND ARE INDEPENDENT OF STREET STATIONING. SURFACE IMPROVEMENTS CONSTRUCT RESIDENTIAL DRIVE APPROACH, TYPE 1, PER CITY OF COSTA MESA STANDARD DRAWING NO. 513. OVER 6" CMB AND MODIFIED PER DETAIL B/11 ON THIS DRAWING TO COMPLY WITH A.D.A. REGULATI NS. (X =4', W =SEE PLAN) 9o- REMOVE EXISTING AND CONSTRUCT TYPE II DRIVE APPROACH PER CITY OF COSTA MESA STANDARD DRAWING NO. 514 OVER 6" CMB AND MODIFIED PER DETAIL A/11 ON THIS DRAWING TO COMPLY WITH A.D.A. REGULATIONS. (X =4', Y & W = SEE PLAN) 10 CONSTRUCT LOCAL DEPRESSION PER APWA STANDARD DRAWING NO. 313 -1, CASE A, AND DETAIL F/12. 11 INSTALL STREET NAME SIGN PER CITY OF COSTA MESA STD. DRAWING NO. 712. RELOCATE EXISTING POWER POLE. 10- REMOVE AND REPLACE PAVEMENT OVER WATER TRENCH PER CITY OF COSTA MESA STD. DRAWING NO. 813. NO SLURRY BACKFILL ALLOWED. 14 LANDSCAPE PARKWAY PER CITY OF COSTA MESA'S STREETSCAPE AND MEDIAN DEVELOPMENT STANDARDS, SECTION 3.0 "PUBLIC RIGHTS -OF -WAY AND PARKWAYS - GENERAL CRITERIA ". r D R Soy 30873 3 /31/06 0 m �1 1. 12 00 o i ORANGE AVENUE 71 +14.02 0 =8+17.80 z "A" STREET (91­_ RESURFACE THE STREET PER THE FOLLOWING SLURRY CL INT SEAL REQUIREMENTS: 1. THE CONTRACTOR SHALL RESTORE THE ROADWAY SURFACE WITHIN THE WORK LIMITS BY SLURRY SEALING THE ENTIRE LANE(S) WHERE THE TRENCH IS LOCATED. A.FOR TRENCHES PERPINDICULAR TO TRAFFIC LANES: THE SLURRY SEAL SHALL EXTEND 50 FEET ON BOTH SIDES OF THE TRENCH AND WILL INCLUDE THE ENTIRE TRAVEL LAME. B.FOR TRENCHES PARALLEL TO TRAFFIC LANES AND FOR SMALL EXCAVATIONS: SLURRY SEAL THE ENTIRE WIDTH OF THE TRAFFIC LANE FOR THE FULL LENGTH OF THE TRENCH, BUT NOT LESS THAN 100'. 2. RESTORATION OF THE ROADWAY SHALL BE CONTINUOUS AND NO JOINTS WILL BE ALLOWED. ALL ROADWAYS WITHIN THE WORK LIMITS WILL BE RESTORED IN ONE OPERATION. THE CONTRACTOR SHALL NOT PROCEED WITH THE SLURRY SEALING UNTIL DIRECTION IS GIVIN BY THE CITY ENGINEER. 3. ANY EXISTING IMPROVEMENTS DAMAGED BY THE CONTROACTOR SHALL BE REPLACED AS DIRECTED BY THE CITY ENGINEER. 4. SLURRY SEAL SHALL CONFORM TO SECTIONS 203 AND 302 -4 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. SLURRY SEAL SHALL BE QUICKSET EMULSION AGGREGATE SLURRY SEAL CATIONIC (QA -KH) TYPE II WITH 2% LATEX ADDITIVE. 5. ALL WORK SHALL BE COMPLETED WITHIN 90 CALENDAR DAYS FROM ISSUANCE OF PERMIT. F�IRWD CODE 4166 CITY OF COSTA MESA I SHEET NO. DEPARTMENT OF PUBLIC SERVICES / ENGINEERING DIVISION ORANGE STREET IMPROVEMENT PLAN P.E. SEAL -- � TENTATIVE TRACT NO. 16600 14 OF 16 PLAN NUMBER