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HomeMy WebLinkAbout2246-6AELEV "A" - 1" FS 0" CF ELEV "A" - 3" FS 0" CF ELEV "A" + 2" FS R } N 12 1:12 AM X 00 GB i ELEV "A" 8" CF DRIVEWAY 26' I ELEV "B" - 1" FS 0" CF I ELEV " Bu - 3n FS 0" CF ELEV "B" + 2" FS ,R \ I 8,R X 12 N SGB --------- .- I GB 1 LIP CONC. DWY. PER CITY STD. 102-C (MODIFIED) ELEV "B" 8" CF OR 6" CF (SEE PLAN) @DEPRESSED RAMPED CURB RETURN W III in III z. III W III I i � I III 3 a' I Ilo I I cc I i rn I I I o rl I X O W Z CURB RETURN CONST. i PER SHEET NO. 5 `�IWc F. SIG. N i TRAFFFIC SIGNALS TO BE RELOCATED PER S SIGNAL1ZAl10N PLAN _ I _ - T-I� �P� BoT-R_F. vNI WV o4I�8"WWV - ( �I 1-411G 3 I� co wl SIERRA AVENUE SEE SHEET 5 P. M. PARCE ,o%W 4fo U/.e EO PE.� 0 N U m 2 m CO -F- O CONSTRUCTION NOTES: 10 CONSTRUCT 4" A.C. OVER 5" A.B. (SEE GENERAL NOTE No. 6.) O2 CONSTRUCT 8° CONCRETE CURB &GUTTER PER CITY OF FONTANA STD. DETAIL 101. 3O CONSTRUCT CONCRETE SIDEWALK PER CIN OF FONTANA STD. DETAILS 102-8 & 105-A. 6O REMOVE EXIST. A.C. PAVEMENT PER TYPICAL SECTION ON SHEET No. 2. O7 REMOVE EXISTING CURB ONLY OR CURB &GUTTER. QS SAWCUT EXIST. PAVEMENT. Q9 REMOVE EXISTING SIDEWALK. 13 CONST. CONC. DRIVEWAY PER CITY OF FONTANA STD. DETAIL 102-C. 15 CONSTRUCT 6" CURB ONLY PER CITY OF FONTANA STD. DETAIL 101 23 TO BE RELOCATED PER FONTANA WATER CO. CONSTRUCTION DRAWINGS. (BY OTHERS) 27 FOR DISPOSITION /RELOCATION OF EXISTING TREES, IRRIGATION VALVES - SEE PLANS PREPARED BY LANDSCAPE ARCHITECT - SEGURA/DEUTSCHMAN. 35 CONSTRUCT 6" CONCRETE CURB AND GUTTER PER CITY OF FONTANA STD. DETAIL 101. 48 CONSTRUCT MODIFIED RAMPED CURB RETURN PER DETAIL ON THIS SHEET. 49 EXISTING TELEPHONE MANHOLE TO BE ADJUSTED TO GRADE BY PACIFIC BELL. 2 7 2 6 1 RELOCATE TWO 3.5" Cl DRAIN PIPES FROM ONSITE CURB TO DRAIN TA /NI IT rT r%kl-r% I,I A11 V/1/11 r% AIT U m tz C) H M CD W m U m 2 O O O 00 NOTE: FOR REMOVAL AND RELOCATION OF TRAFFIC EQUIPMENT AND/OR SIGNS WITHIN SIERRA AVENUE AND MARYGOLD AVENUE REFER TO PRIMARY MITIGATION MEASURE/SIGNAL MODIFICATION PLAN, PREPARED BY LINSCOTT/LAW AND GREENSPAN. CIN DWG. N0. 2246 -TS P. M. B. z W J CL U cO O W X U Wo R W w w C U R V E U J CURVE DELTA W LENGTH w QA 125'50'1 2r �- 2 15.65' 2 2 Lo 10.44' 6.11' © C! 4.00' 7.35' 5.23' D0 � 5.00' Q IY 2.61' 06 N MARYGOLD AVENUE (REFER TO SHEET 6R FOR ADDITIONAL CONSTRUCTION NOTES AND UTILITY WORK WITHIN PARKWAY) EXISTING STRIPING REMOVE, RELOCATE, AND RECONNECT EXISTING LIGHT MODIFY ELECTRICAL CONDUIT AS REQUIRED I I 6' �~ EXISTING 6" CURB Q I I � I I I 41.17 TC 40.55 TC I I 40.69 FS (40.25) (40.05 FS) I I FS N C` A %Ifni IT 1 IAIf + �1:12 U-) 9 r -i MAX L__LZ _ z W w Q o } 14.06' W - - � o r co C' z X �-- - W 7.32' 39.65 PROPERTY LINE INV EXISTING ` �( CURB 13.88' 7 I N78'53'12"W, 14.92' (REC) ' -3" DIP - - 40.04 TC , �2.40% (39.54 FS) 6'f 40.25 TC I (39.75 FS) ; ' NEW LOCATION OF RELOCATED 1.57 ; ' SIGN. -SEE PLAN FOR ADDITIONAL NOTES. NOTE: SEE LANDSCAPE 8" CF 39.38 TC i `�' PLANS FOR REMOVAL AND 39.54 TC 0" CF 8"CF N01'17'40:9.)4?A RECONSTRUCTION FOR �__________ �_ LANDSCAPE &IRRIGATION r -' 7.62' (RE- - --- - - - - - -� REMOVE AND RELOCATE I---------- - 1 EXISTING SIGN I P.C.C. WALK 3CF -- - - -- J\ 39.61 TC /• --------1CIF WM 8" CF I EXISTING SIGN TO BE I REMOVED AND RELOCATED ------------------ -----/--1-------------- 39.06 YTC _/ 0" CF 38.79 FL MARYGOLD AVENUE 3 9.9 0 TC 2 3 / 7 PARCEL 2 SEE DETAIL "A" HEREON aoc. #/99503209¢0 SI W)N EXISTING PATCHED TRENCH WITH ELECT. CONDUIT ; �f INTERCEPT EX. ELECT. CONDUIT AND EXTEND CONDUIT TO NEW SIGN LOCATION WITH EQUAL SIZE CONDUIT. RECONNECT LIGHT. 335.37' DRIVEWAY o� z W 2 U o W � 2 cv N 2 D7 N PCC I 7 (1138.65 FL) EX. CURB & GUTTER T MATCH EXISTING - - 4'G - EXISTING SIGN TO BE REMOVED AND SALVAGED - AND TO BE GIVEN TO THE PROPERTY OWNER 13 - - - SIGN RELOCATION NOTE: CONTRACTOR SHALL REMOVE AND REINSTALL EXISTING SIGN. POUR NEW BASE TO MATCH EXISTING OR PER CITY STANDARDS, WHICHEVER IS MORE CONSERVATIVE. SCALE: 1 " = 20' RIGHT OF WAY DETAIL •A• SCALE: 1 10' TRAVERSE DATA LINE LENGTH BEARING �A 11.83' N54'09'59"W © 8.38' N54'09'59"W SURVEY CONTROL AND REFERENCE BEARING THE � BEARING OF N89'34'35"E FOR THE � OF MARYGOLD AVENUE IS SHOWN RELATIVE TO THE NORTHERLY RIGHTS-OF-WAY FOR MARYGOLD AVENUE AND THE LEGAL DOCUMENTS FOR THE ACQUISITION OF THE ROW. PROPERTY LINE / ROW FIELD VERIFY BOLLARD TO BE REMOVED 38.88 TC 7z 0" CF 1:12 39.31- - - - - - - - MAX FS � VJOIN EXISTING (39.12 TC) (38.65 FL) ,4S-BU/LT C U R V E D A T A CURVE DELTA RADIUS LENGTH TANGENT QA 125'50'1 2r 8.00' 17.57' 15.65' © 74'46'59" 8.00' 10.44' 6.11' © 105' 13'01" 4.00' 7.35' 5.23' D0 55'06'42" 5.00' 4.81' 2.61' E0 90'00'00" 8.00' 12.57' 8.00' QF 90'00'00" 8.00' 12.57' 8.00' ® 35'50'13" 24.00' 15.01' 7.76' ® 35'50'13 35.00' 21.89' 11.32' PROPERTY LINE / ROW FIELD VERIFY BOLLARD TO BE REMOVED 38.88 TC 7z 0" CF 1:12 39.31- - - - - - - - MAX FS � VJOIN EXISTING (39.12 TC) (38.65 FL) ,4S-BU/LT