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HomeMy WebLinkAbout5.1-10927 (2) CONSTRUCTION NOTES CONSTRUCTION NOTES ® CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.D. STD. DWG. S-29~7 ri ~,1~'~----~ ~> TAPER "A' TAPER 'B' CONSTRUCT 6" CURB & GUTTER PER C.O.D. STD. DWG. S-1 W/5.5' WIDE COMBINATION TYPE CONSTRUCT CURB AND GUTTER PER CAL TRANS REVISED STD. PLAN ~ INSTALL 22000 LUMEN STREET LIGHT PER C.O.D. STD. DWG. S-51 CURVE TABLE STATION OFFSET STATION OFFSET I 15+47.97 55.22' LT 12+16.69 76.00' LT SIDEWALK PER STD. DWG. S-5 (UNLESS OTHERWISE NOTED). NO. A-87, DETAIL A2-150. -1I- INSTALL STREET NAME SIGN "METRO" CURVE LENGTH RADIUSrANGEN3DELTA 15+52.97 55.06' LT 12+25.00 75.59' LT CONSTRUCT WHEELCHAIR RAMP PER C.O.D. STD. DWG. S-41. 0 CONSTRUCT TYPE 'M" MEDIAN CURB PER C.O.D. STD. DWG. S-56. 0 EXISTING SURVEY MONUMENT - PROTECT IN PLACE Cl 9.17 100.00' 4.59 05'15'09' 15+57.97 54.56' LT 12+30.00 74.42' ET ® c~ ,~.o~ ~o. oo~.,,~ ~,.~,.~. ,~+,.,, ~.,,. ~, ,~,~.oo ,.o~. ~, n-' ~1 REMOVE EXISTING CURB OR CURB AND GUTTER. RELOCATE FIRE HYDRANT TO BEHIND SIDEWALK. PROPOSED RIGHT-OF-WAY c3 47.10 $0.00 29.97 89'56"55" 15+67.90 52.61' LT 12+42.4.670.51" LT O ,,--~,v- ~8_ ~..~.~,, ~1,.~,~ ~. TANGENT TANGENT W CONSTRUCT TYPE 'A" CATCH BASIN PER C.O.D. STD. DWG. S-12. RE-CONSTRUCT SIGNAL PER THESE PLANS-SEE SHEETS 7 AND 8. -- P.S. PROPOSED SEWER /~ · C5 19.5~ '40;00 9.96 27'58'01') 15+87.83 47.39' LT 12+68.24 58.29' ET ~ ...... 15+92.76 4.6.26' LT 12+75.70 55..36' LT ADJUST ALL EXISTING MANHOLES, VALVE COVERS, ETC TO FINISHED GRADE PER CITY STANDARDS. RELOCATE SIGN TO BEHIND SIDEWALK-SEE SHEET 6. -----EX. S--- EXISTING SEWER ~ ~.~"~' '~2'gT~'- ~"~"'°~ ~ 15+97.76 45.44' LT 12+80.70 55.96' LT 0 I.~ 0 C7 46,44 50.00 29.52 88"41'17" 16+02.76 4-4.94' LT 12+85.70 52.99' LT ~1~ REMOVE EXISTING A.C. (& BASE) WITHIN UMITS OF CONSTRUCTION. CONSTRUCT TYPE A1-150 P.C.C. CURB PER CALTRANS STD. A-87. __EX. SD---- EXISTING STORM-DRAIN c8 42.67 60.00 22.28 40-44'33" 16+07.76 44.78 LT 12+94.01 52.58' LT RELOCATE POWER POLES - COORDINATE WITH UTILITY OWNER. ~) REMOVE EXISTING AC PAVING WITHIN UMITS OF SAWCUT. CONSTRUCT ', EXISTING EDGE OF PAVEMENT PROTECT IN PLACE. NEW AC PAVING SECTION TO GRADES SHOWN. SAWCUT TO NEAT, CLEAN VERTICAL FACE OR AS REQUIRED BY CITY OF BAKERSFIELD ENGINEER {~ REMOVE EXISTING DRAINAGE INLET AND CAP STORM DRAIN PIPE. ALL STATIONING IS BASED ON CENTERUNE DATA UNLESS OTHERWISE NOTED. AND BY CALTRANS PERMITS ENGINEER. ~) CONSTRUCT RETAINING WALL WITH 6' HIGH CONCRETE BLOCK WALL NOTE:UTIUTIEs.VERIFY DEPTHcOORDiNATEOF COVERWITHOF EXISTINGuTiUTY /AS/'---'RE-GRADEDsHoWN. (PERDRAINAGEGRADINGBASIN'PLANS) ° OWNER IF EXlSITNG LINES NEED TO BE SEE DETAIL(~). CONSTRUCT TYPE "Mi' M[D',AN CURD PER C;TY, CF DAKERSH[LD STD. S-SO LOWERED WHERE COVER IS LESS THAN MINIMUM. CONSTRUCT STANDARD DRIVE APPROACH PER C.O.B. STD. DWG. S-2. POTHOLE AND PROFILE EXISTING UTIUTIES PER SEE TAPER "B" SEE TAPER C.O.D. 506.DES. MAIN. SECTION 3.6.12 ~ III ~--JoZ mm-J°m~ m~-J~°m~-""'z ~ SEE INTERSECTION ~or~,/Cz ~.~' ~~leO~l'°O ~1'0 ~ ~:Ul~)~,., m ~: ~ DETAIL SHEET 2 ~ln~l"' ~ I ~--~ ~ · ,- ,,.,1~ ,-I~,.,.,,,, ~ "">- ~- ~1~ o"'z · *m ,NOTE: ALL WORK WITHIN THE STATE /:2° d ~ ~°15 \ ! RIGHT OF WAY SHALL BE CONTROLLED / | & INSPECTED BY THE CALTRANS PERMITS/ APPROXIMATE LOCATION ~ ~--_ ___ ! DEPARTMENT, PER CALTRANS SPECIFICATIONS.-PLANTERRECONSTRUCTcuRB ~ )POSED APPROXIMATEOF 12" WATERLOCATiON \ ' ~ DRAIN_ ~ '--- -~ ~ ~ ~ ~ FENCE PROPOSED ~) OF C" WATER '- '-- 4 _. I ~ ~ ~ ~ ~APPROXlMATE LOCATION SEE ~ ~ SERVICE PO&E "--"' ' _ T-- ~. T :; -E I i m 2', ~ ..... I I 4~ ~T I ---F~-'~.~ 4+00 2) ~ .... G--~--' ................. G G ' 1( +00 - . , ¢ , ¢ CAL~ANS RIGHT OF ~ ~. ~10+00.00 ~ AREA ~ DRIVEWAY DRIVEWAY ~ ~ / ~ ~ ' :: ': .... ' '~ ~~~CERTAIN APPROVAL OR PERMISSION ~m/ F"~/ WATER-/ I ~ CAL~ANS FOR ANY ' ;XISTING 8" WATER MAIN 8OX IMPRO~MEN~ ~IN ~-,~ ~EIR RIGHT-OF-WAY. I I ~+ ~ TAPER 'C' TAPER 'D' TAPER 'E' TAPER '~ TAPER 'O' TAB~ "F' ~ TAB~ "G" ~ ~ STA~ ~T STA~ ~T STA~ ~T STA~ ~T STA,~ ~T mmm ~+02.05 ~.95' RT 12+16.71 5.~' RT 12+1~.71 7.~' RT 1~+71.65 6.51' LT 15+94.25 6.15' RT ,.,,.o, "'"" "'"'" """ "'"'" '""" "'""'"'""' "'"" PANAMA LANE "'"'"'' 6+32.04 1.45' RT 12+~.70 0.28' ET 12+~.70 2.~' ET 13+~.64 7.47' LT 16+09.25 4.~' RT ~ SAlT 12' ~ AS DIREC~ 6+42.04 0.~' LT 12+56.69 2.91' LT 12+~.70 0.81 LT 13+91.64 8.07' LT 16+14.25 ~69' RT /1% 6+52.04 2.12" LT ~2+66.e9 5.98' LT ~2+e6.69 3.97' LT 13+96.64 8.82' LT 16+16.25 0.~' LT CONS~UCT 0.45 A.C. PA~N6 6+62.03 3.93' LT 12+76.68 9.11' LT 12+76.69 6.07' LT 14+~.35 10.~' LT ";::' 6+72.03 6.~e' LT 12+82.53 10.~' LT 12+82.~ 6.~' LT 0.85' CRUSHED AGGREOA~ BASE O~R 1.20' NAT. ORD. - .... :~-' 0+~z0z ~.-' .~ (RE~SIONS APPRO~D BY: %COMPAC~D TO 95~ MAX. 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'-~ · '~%~' ' ~ ' ~-~ ~ I ...... - ............................... ........................................................................................... ~ ......... ~- - .~-CUR~ ........................................................................................................................................ DRAWN BY: MCD CHECKED BY: 358 .............................................................. ~58 SCA~: AS NOTED SHE~ 3 4+00 5+00 ~+00 7+00 8+00 0+00 10+00 11 +00 12+00 13+00 14+00 15+00 1 ~+00