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HomeMy WebLinkAbout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r CJ) aJ )> 0 r I ' LOCATION· MAP 3'-STATE ST _ 5' -LAGUNA DR . 10' '-GRADE lo' TO EXIST ELEV. ~DAYLIGHT UNE 5.5' NOT TO SCALE 9'-STATE ST, I I' -LAGUNA DR. 9' -CONSTRUCT 4" A.C. OVER 6" CLA66 11 A. 0. I CONSTRUCT 1YPE "G" CUR6 AND GUTTER OVER 6" CLAS5 11 A.13. -CONSTRUCT 4" SIDEWALK OVER 4" CLA55 11 A.6. - - TYPICAL STREET SECTION NO SCALE DA TE INITIAL ENGINEER OF WORK WORK TO BE DONE THE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE ACCORDING TO THESE PLANS; THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION 1991 EDITION; THE CURRENT CITY OF CARLSBAD ENGINEERING DEPARTMENT STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS; AND STANDARD REFERENCE DRAWINGS. ITEM CONSTRUCT 6" CURB AND GUTTER PER SAN DIEGO REGIONAL STANDARD DRAWING NO. G-2 CONSTRUCT ASPHALT CONCRETE DIKE PER SAN DIEGO REGIONAL STANDARD DRAWING G-5, TYPE "B-SECTION", AND ASPHALT CONCRETE RAMP CONSTRUCT 4" SIDEWALK PER SAN DIEGO REGIONAL STANDARD DRAWING NOS. G-7 THROUGH G-10 CONSTRUCT 4" ASPHALT CONCRETE PAVEMENT OVER 6" CLASS II AGGREGATE BASE CONSTRUCT PEDESTRIAN RAMP PER CALTRANS STANDARD DRAWING N8-B, CASE "E" SAWCUT EXISTING SURFACE IMPROVEMENT REMOVE AND DISPOSE EXISTING SURFACE IMPROVEMENT REMOVE BARRIER POLE INSTALL OR RELOCATE SIGN RELOCATE IRRIGATION SPRINKLER EXISTING FEATURES: EDGE OF ASPHALT CONCRETE PAVEMENT STORM DRAIN SEWER WATER GAS TELEPHONE WATER METER AND VALVE ASSEMBLY BENCHMARK -. • ' SPIKE IN THE CENTER OF THE NWCR AT LAGUNA DRIVE AND KREMEYER CIRCLE . ELEV. 45 .18' SYMBOL 0 _._ D f i» -SD- -s- -w- -G , -T- 0---0 "AS BU I LT" RCE EXP. DATE REVIEWED BY: INSPECTOR DATE I SH~ET I CITY OF CARLSBAD I SH~ETS I ENGINEERING DEPARTMENT MAXTON BROWN PARK IMPROVEMENTS ~<' <,-~-qz APPROVE~ f v#-£ ,-_ CITY ENGINEERct ,,._o~di EXP. IZ.•? ,,.,. DATE REVISION DESCRIPTION DA TE IHlllAL DATE INlllAL OTHER APPROVAL CllY APPROVAL DWN BY: I PROJECT NO. I DRAV.,NG NO. CHKD BY: --3?30 215-2 RVVd> BY· \;'..IJ& .__ ______ __. '· • ' '. I " ~ -, ', ' " ' --~ r --r r r ---=i.---1------. - -. --:;;;: rs::: w IO u <( t::i >< + Ul CX) z 0~ 7 <J) -. --' . g u1 :z :::i I.I.I C. I LL ~o >-lCl I-N __J 'V __J .. <( CX) to f z <J) ---r rs::: g <( w z irl D, ---ii:! ,-r r r ➔ r -r ------------.... ~~-·--•·• -···-->''"'' ~--.---NO. DEL TA OR BEARING [I] N 45°49'35"W [gJ 6= 58°46' 5411 @) N 75°23°3l"E I A MESA BLUEPRINT --' -----j. ---·-.. _ _.. 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DATE REVIEWED BY: INSPECTOR DATE 1----+---+------------+---+--+---+-------i I SH2EET I CITY OF CARLSBAD I SH2EETS I ENGINEERING DEPARTMENT ~==--.'.=========::::....:::==~ DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL a1Y APPROVAL MAXTON BROWN PARK IMPROVEMENTS . APPRO~ V// ,_/_/ •• " --6,-~--,-~ CITY ENGINEERRCE 'h;,IIH EXP. /Z-11-91: DATE OWN BY: __ _ CHKD BY:~~-RVWD BY: i?iu& PROJECT NO. 3730 I DRAWING NO. _ 215-2