Loading...
HomeMy WebLinkAboutT_5684_S. ,, I - P~EoCA-S1 C-ONC-. P.,OL.LAr:s D -SEE-NOT'E: N~ 22. n--,.1-----Y2-"f HOT DJ r" G.AL-V 5T EYE 130L 1,',-TY?. • I • i, • I 'SI DE. kJ & LK I I~ OJ RAISED WALKWAY DETAIL GENERAL NOTE: ALL WORK NECESSARY FOR THE COMPLETION OF THIS CONTRACT SHALL BE DONE IN ACCORDANCE Wlll'lTHESE SPECIAL PROVISIONS; THESE PLANS, THE Cl1Y OF NEWPORT BEACH STANDARD SPECIAL PROVISIONS AND STANDARD DRAWINGS FOR PUBLIC WORKS CONSTRUCTION, (1994 EDITION), AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, 1994 EDITION, INCLUDING SUPPLEMENTS C O N S T A U C T I O N NOTES 0 0 0 0 0 0 0 0 0 @ EXISTING SIDEWALK TO REMAIN EXISTING APPROACH TO REMAIN EASTERLY LIMITS OF PROJECT AND EDGE OF EXISTING CONC ALLEY TO BE JOINED WITH NEW AC PAVING SAW CUT AND REMOVE A PORTION OF THE EXISTINGCONC ALLEY ENTRY AND S!DEWALK JOIN AND REPLACE WITH 6 !NCH THICK P C.C PAVEMENT TO NEW CURB MAINTAINING EXISTING FLOW LINE PER CITY STANDARD 142-L WATER METER TO BE RELOCAlED BY OTHERS SAW CUT AND REMOVE EXISTING CURB AND SIDEWALK, CONSTRUCT NEW TYPE A CURB AND SIDEWALK AS INDICATED PER CITY STANDARDS 180-L AND 102-L EXISTING ~FFIC SIGN TOBE RELOCAlED AS IND1CAlED EXISTING PO\\IER POLE. REMOVE EXISTING <18 LIN FT OF CURB,PAVENENT AND SIDEWALK TRANSITIONS PER CITY STANDARD NUMBER 318-L AND SIDEWALK PEA STANDARD 180-L JOIN EXISTING CONG WALK WJTH Ml INCH EXPANSION JOINTS. EXISTING PARKING METERS SHALL REMAIN IN PLACE. ~ ,l I 2"Jj I]) C O N FOR 1/z' H,D. C,ALV STE.!'c.L C-1-1/2.I N C -RE TE ,, 0 N BOLLAR \ I I I l ,t I / •. I ,, 'PA ·-t • • • <t> It ,- ' I $ ' -. D ' d - 'j ,I ,i, :1 i! ", I I I L __ I V/.\RIES f ,, ~ ;/ :': S-0 TO IZ-0 -!) _, "' +• TOP OF SOIL OR COLORED PATTERN DETAIL I ,, I !_ __ .J [fil 2 N~ 4-13A/'.2,'S IN 13R0OM FIN1'7H£t7 G"'-AY C-ONC.--"TYPICAi_ ENTRY PLANTER DETAIL ~---------------·-· ------- ALLEY (E:X16TING) 4"> ~~ ' ,0) ' ~1 .,. <c ~ ' \SJ \ . ' f() N \ I @ '19 -' oJ I . ,, -(o , ,. • G, ~,, " o·<o ' s ..S) • If' 0 • 1 10 N N I Ii ' ' 0 " I'- ~-INTl=.&F"-AL. COLORED"' ?AC.K MIX . GONG-. l--1/ EXPO-SI:; D AG-&, t;.. !4'' ><I "DEF-F' SAL-,J cu--r Sc..op,s, LINE>$ -TYPIC/2..L N° 4 !3AJ:Z.-S@ I 0" o.c., EA.1·-IAY " \ 3/8 t=oxf' JT, t 2~ o" L 1 "5 "A,C. 0 V f:: eZ, 4" I.>, _e,. 2-N~4-BAF'--$ IN BROOM ,,_____ NA1. 6~1'.Y P.C-.u. hlj 2 N° 4 BAR'? !"I ~ll<SH ED &Rh..'( COKC..--~ ' ' '\~ COLORED C_ONC. PAD DETAIL _ __,. ./ ~ N \ 0 0 \ ,0\ o_ "' ,.QJ. I I 19' \ (iY'" G_ 9<, '°·'1-<f, C. ~ "s ~ .... ,/, ,, (!!~ ~ :.·· .. ~-~··. • •• -• • .. 0 • . • 2. '7.,,. • • •. 0 I a " 8 o, > " 1i □ B ::J s; z C " □ ~ ~ rn > a ' p r ' ' ' i, ' G @ @ @ CONSTRUCTlYPE •s· PARKWAY CULVERT PER CITY STANDARD 318-L ~ & FOUR INCH THICK 5 SACK PUMP MIX(6" THICK IN TRAFFIC AREAS) , COLORED CONCRETE, 4 INCH SLUMP MAXIMUM Wll1'l A LIGHT RETARDED-WASHED FINISH TO EXPOSE SURFACE AGGREGATES. SCORE LINES SHALL BE ONE QUARTER INCHWJDE BYONE INCH DEEP SAW CUTS IN PATTERN AS SHOWN AT 36 INCHES ON CENTER OR AS INDICATED COLOR SHALL SE SCHOFIELD CROMIX C-22 CORAL RED AND CURED WITH MATCHED COLOR UTHOCHROME COLORWAX PER MANUFACTURERS RECOMMENDATIONS :. IF"-":.r-e-1 ]F A m 1K n N ~CG I IL co) 1r I @ 0) 0 IDENTICAL TO NUMBER 14 WITH SCORE LINES AT24 INCHES ON CENTER CURB TRANSITION TO JOIN WALI< PARKING METER POST INSTALLATION PEA CITY STANDARD NUMBER 920-L WITH CONCRETE COLOR AND FINISH TO MATCH FINISH INDICATED IN NOTE NUMBER 14 PARKING METER HEADS NOT IN CONTRACT ( 5 LOCATIONS) PARKING METER POST INSTALLATION IN 6 Fr, 6 IN. WIDE PARKING MEDIAN PER STANDARD 922-L (SEVEN LOCATION) CUSTOM PARKING LOT UGHT!NG STANDARD {FIVE TOTAL) SEE ELECTRICAL PLAN SHEET TREE GRATES AS MANUFACTURED BY DURA ART STONE, FONTANA, CA MODEL 5 TGR-5, (714)350-9000 SIGN POST LOCATION, INSTALLATION BY OTHERS (NI C) CONCRETE BOLLARDS WITH EYE BOLTS AND CHAIN BETWEEN AS MANUFACTURED BY QUICK CRETE PRODUCTS CORP. (714) 737-6240 MODEL ORS 839-8 (22 TOTAL) SEE DETAIL SHEET DISABLED PARKING SYMBOL IN BLUE TRAFFIC PAINT PER AMERICANS WITH DISABILITIES ACT REQUIREMENTS SECTION 4 30 5 FOUR INCH WIDE BY_1_7 FEET LONG PAINTED_STALLSTRIPES WITH-WHITE-TRAFFIC PAINT:- 3 INCH AC. PAVEMENT OVER 4 INCH AGGREGATE BASE, TYPE BP.CC CURBPERCl1YSTANDARD182-L. 1--,E.l&l .. rf' Vl'>..r,.:JE.'=> 6 INCH THICK PC C BANDING WITH :J/8 INCH EXPANSION JOINTS AS INDICATED WELLS FARGO ATM CONSTRUCTED SY OTHERS (N IC.). DRILL 12 INCHES INTO EXISTING CONG ALLEY AND INSTALL 2 FEET LONG, NUMBER 4, SMOOTH GALVANIZED BAAS AT 18 INCHES ON CENlER § 3/8 INCH EXPANSION JOINT ABBREVIATIONS & LEGEND (100 00) FG FS TC FL INV FFE PA EJ EXISTING GRADE OR ELEVATION PER SURVEY. SEE PLAN PROPOSED FINISH GRADE PROPOSED FINISH SURFACE PROPOSED TOP OF CURB OR ELEVATED SURFACE PROPOSED FLOW LINE OR ADJACENT SURFACE BELOW TOP OF ClJRB DRAIN INVERT ELEVATION FINISH FLOOR ELEVATION PLANTING AREA EXPANSION JOINT (:JIB INCH WIDE) CONSTRUCTION NOTE SYMBOL CONSTRUCTION DETAIL NUMBER AND SHEET NUMBER DIETERICH POST REORDER NO 14~720 @) ~- -~"--· ~ p ' ~1>..D:j n,.t-LE-r<'. P6-DESltAl-- ST L\Gf-!T METER PEDESTAL.. ' • -: I µ....----1 I ' :\ ~· t,.· w D<' lr¾ ,,p ' .,_ <,- SC,E- 1.-1.-eol< .-() ' . 5,G,0 TC. ,q...'14-!NV-FL I., 1:/-Gi," 'v ,< ~"' 4"6LUE PAINiED LINE<o A.ND BLUE C.lJR.B '---...------;:: -~ r® B~ .. ' 0 -. "' \., ~ ,, .... 11,C.-(,,'? o--,; c;,,1<\ • i! G:'i, '-, ' ,, 29 -4- . " q , ,. ~o •(o -0 ',/;' ~ "-,<>' -·0 2:=·~ ' . ~ <r .,<," ' «"' ' 0 /\' "' ,(g' P. A i "" 0 I \ v,1'\DSCA!>f ;> ..., :,, "' ---~~? ~ " -·-.,--~ - 3 lt:--:z:t<riv.-~ ~r & •ff. ,.,__~ •J: tN ;\I .. l , . ---. "' ,, fir Cf..tit\'.I .·,-· ----- PALM STREET BENCI-IMARk £3M,# L782 l=Li,cV. = 7. 36 T.B.M- TOP OFf-H.#247 ELEV. = B .7e 20271 ACACIA STREET NEWPORT BEACH, CA 92660 TEL (714) 261-1755 • FAX (714) 261-1975 !L &i fi'il @ ® © &i lJ2> ~ &i ~ © IX! a tF ~ © 1r llD c • •• ----•·''< --~--1E, I 1D ~IJ;J~-~!FJ -~ -~~ ~--c5~D ; i ; I '• T-.s, 8f-5 i SC..ALr:: 1""101-0''\ C-3044 1---, -~-........ -----------r--r==~----t-,-'=--=-=:a..,:-=------------ J.5/'fr, MG & AS BUILT : b 95 /'1.L. ,ill.FIELD CHANGES' I ffiDIMENSION 'i 5/'15 M.L. CLARIFICATION DATE BY DESCRIPTION APP'D. PUBLIC REVISIONS CHECKED DATE MAY 1996 WORKS DIRECTOR PALM. ST. ---PARKING LOT 1 1 , CONSTRUCTION PLAN R.E.NO. IG791 d~~~~~~__',~:_fl_l_~~IClr-J _ _j_ __ ~D~A;TE~~"".:t:'~~")~~~'::i;-===t--------------,----=-----__Ji DESIGNED DRAWN CIT\' OF NE\:'JP0RT BEACH P-5 52-S I' ,, PUBLIC WORKS DEPARTMENT SHEET 3 OF e, ' 'il < z "' 0 > C ., 0 ~ z s " ~ z I 0 r 0 n D a " 0 ~ ~ u z j'j s z ~ n > r ll ~ ~ .::: C < OJ m JJ )· ,• tu·· ,\ 1';~ ,, t ((;'-(t -: ... r✓, \j,,, -0 -J\ r, ........ , '-I '" 0 JJ ~ z G) z C :;: OJ m JJ 0 JJ ~ z G) z C :;: OJ m JJ 0 JJ ~ z G) z