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HomeMy WebLinkAboutR_5643_SPRO.JECT AVENUE EL. EL. EL. EL. 6 5 4 3 0 s~o.sot. o o "'ffi 0 ~ +-+-+-+---l 8 a:: 8 a:: +--+--+--+-+-+--1-t--+-~ g t--+--+--+--+---t--t--;---,---, 0 1-+--i--+---t---t--t--;---,-,-0 §§ I-+++-+-+-+-+-+----I l/) o ot:::: oa: tnOO O _, O 0::: _. N O lf.>O+ t--+--+--+--+--+--+-;-----+---1 '4:-':j? 0 C> -f--1---1---1---+-+-+--+--I 6~ 6m cjw o. -~!2 :::: 4--11--+-+-+-+--+--+-+-+--+-l--+-+-+--+--+--+-+-+--+-l--+-+-+--+--+--+-+-+--+-I--+-+-+--+--+--+-+-cc 0:: c,.J EL. EL. -EL. -EL. 6 5 4 3 GENERAL NOTES 1. ALL WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER CONTRACT SHALL, EXCEPT AS OTHERWISE STATED IN THE CITY'S STANDARD SPECIAL PROVISIONS, OR IN THIS CONTRACT'S SPECIAL PROVISIONS, BE CONSTRUCTED IN ACCORDANCE WITH THE ·sTANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION,. 1991 EDITION. 2. EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD PRIOR TO BEGINNING CONSTRUCT I ION. 3. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR. DIMENSION, AND FINISH TO ADJOINING IMPROVEMENTS. WEST FLOW LINE WEST FLOW LINE EL. EL. EL. EL. 6 - 5 - 4 - 3 - ,.,_ o 1-t---<: V-+-o ~"'Y-t----1-1--t--t---t---J 1<:i4, ~ '.' "-+-+-+-----t-----t-----t---1 ----i-t--+-+--+--+--+--+---< o ----+t--' +-+--i--r °' -r-o I +-+-+--+----1-t--+-+--'t--EX. PAVEMENT 0o o o ~" st + + .o:: O u, O . ,.... 8 <D ~ -+--+----1-t--+--t---+--+---+ i ~ I +-+-+-t----l-t-t-+-- N~~---!---J--i---i---+--+--ll---l-------!---!----!---J--i---i---+--+--1--1-------!---!----!---f--i---l---+--+--ll--t---!---!----!---J--i---i---t--+----ll--t---t-N O CO 6Woo_+-+-+-+-+---+----ll-t-+-+-+--+-+-+-+---+----l-t-+-+-+--+-+-+-+-+----ll-t--t-+-+--+--+-+-+-+----ll-t-t-(O u, -EL. 6 -EL. 5 -EL. 4 -EL. 3 CENTERLINE El~ u -+-+--+--l-+-+-+-+--+--+--+-+--+--1-1--+-+-+--+--+-+-+--+--ll--t--+-+--+--+--+-+-+--+----l-t--+-+--+--+--CENTERLINE < EL. EL. EL. EL. 6 5 4 3 0:: t--+--+--+--+--+--+-+---1-t--+-+--+--+--+--+-+-+----<-+--+-+--+--+--+-r--+-+---t-+--+-+--+--+---t--+---;---,-,-,-o "'w 0 W O O 0:::1--0 > o a :::::i1--t--+-+--+--+--+-+-+--+-l--t--+-+--+--+--+-+-+~ o -t-l--+-+-+--J--1--1----t o U::, 8 ~ 0 a a ~+ <;i? oC!l + W D 0::: 0 .....,. +--+--+--+-+-+---it--+--+-+--"'+ ----i-t--t--+--t--+--+--+-+ z 0 O > LL. O Wz "' c.., o '-' -l----l----1-t-+-+-+--+--+-+-+-o+--+-+-+-+---+----l-t-+-+-+--+--+-+-+-+--ll-t--l-+-+-,cc,--t-+-+-+--+-+-+-+-'--+-+-+-+ -· a::: r---'-" el 6m 6w S-0.301. -EL. 6 -EL. 5 -EL. 4 -EL. 3 IL OCA 7r D ON -MAlP ERST FLOW LINE ERST FLOW LINE PROFILE SCALE HOR I Z . 1 " = 1121 ' VERT . 1 " =2 ' u, ::, al 0:: "' 4.. NOT TO SCALE 6" C.F.~ • .Jo ',, • 'P ' 0, fv ,---' 1-----' "---+-----...>L---~ I NOTE: I ). 11 11 I THE BOTTOM OF THE RAMP SHALL / /! I HAVE A 1/2-INCH LIP BEVELED 1/11 '-0" ! I 5'-0" AT 45 DEGREES. I I -~;_..I --~--------JJ CURB ACCESS RAMP DETAIL N.T.S. ELEV. 6.27 M.S.L. 8" n 2 r@ p_-e .. .. z H :,:: • ' t■, , __ 1 '_-4_' __ , ------ P.C.C. RETAINING WALL N.T.S. 0+00 w :J z w, > ([ Ir w, > e; cc SCALE DETAIL 1"' = 10' 0+50 \ 2 I ----- EX. P.C.C. \ 1 +00 --. ... · ~ ~ 3' ow 00 -l "'-EX. 6" P.C.C. CURB . "' lD -----------t-in ro . "' lD 0 1- .J ([ 0 > - Ir 0- 0-- ®- ©- ©--©- CONSTRUCTION NOTES REMOVE EXISTING A.C. PAVEMENT AND CONSTRUCT 4" A.C. PAVEMENT OVER 4" C.A.B. REMOVE EX. CURB & GUTTER AND CONSTRUCT P.C.C. TYPE "A", VARIABLE HEIGHT CURB FACE, 24" HIDE GUTTER PER CNB STD.-182-L. REMOVE EX. CROSS GUTTER AND CONSTRUCT NEW e· WIDE P.C.C. CROSS GUTTER PER APPLICABLE PORTIONS OF CNB. STD.-185-L CONSTRUCT P.C.C. RETAINING WALL PER DETAIL HEREON CONSTRUCT RESIDENTIAL DRIVEWAY APPROACH TYPE I I PER CNB STD.-163-L. W-3.5' REMOVE EX. P.C.C. SIDEWALK AND CONSTRUCT 4" THICK P.C.C. SIDEWALK PER CNB STD.-180-L, 0--CONSTRUCT 4" THICK P.C.C. CURB ACCESS RAMPS PER DETAIL HEREON. ©-INSTALL FIRE HYDRANT MARKER PER CNB STD.-802-L. ©-ADJUST EX. UTILITY FRAMES AND COVERS TO GRADE. ~ EXCAVATE TO 6" BELOH ELEV. OF EX. ,!OOD DECK, INSTALL FABRIC AND RECOMPACT THE SUBGRADE. @--INSTALL s· WIDE SUPAC 4 NP GEOTEXTILE FABRIC AGAINST EX. TEL. POLE WALL PER DETAIL HEREON . GEOTEXTILE INSTALLATION DETAIL E.M. N.E. EL. 2-8-83 3.365' 1976 DATUM N.T.S. REF: F.B. 522 SHEET NO. S; R-4952-S. SHEET N0.4 C-2866 1----+---t------+---tAP?J. Id u DATE PUBLIC WORKS DIRECTOR R.E. NO. 12806 l-l'J-17- STREET END 43rd IMPROVEMENT RIVER AVE. AND BETWEEN RIVO ALTO DATE BY DESCRIPTION APP·□ DESIGNED SL DRAWN MG CI TY Of i'JIBNPO~T ~!EACH DWG.NO. R-5648-S 1--~-~-----RE-V-IS-IO_N_S _____ ~---i-c""H""EC'°K"'ED;-----t;;DA;;,T"°"E------i LO 8 Jan 1892 PUBL I C WORKS DEPARTMENT SHEET 1 OF 1 ', ./ '. / ' ' ' ,_ I I - T C, r 0 ::i n Cl ~J ..; :, ~I "J -J 0 - a ;j _, -, 2 !"' ~J ----- z G) ;: ):_;'·---~ . ' i. I, _J (f') I -; 0 ,, ::::0 I 01 )m '~ _,_) ,- z G) (JJ I c.n