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HomeMy WebLinkAbout3226-3PROPOSED PROPOSED 3' TYP. TOP OF EDGE OF A.C. DIKE FINISHEDg• SURFACE A.C. DIKE TRANSITION DETAIL N. T. S. MODIFIED 8 INCH CURB AND GUTTER PER CITY 2 OF FONTANA STD. PLANVLl- PLAN NO. 1003 16„ i i r I _.... x "i nv 4 — ..i...:-__:.._ {::?�,i:------- s: r•:;._._...�. rsfr+l:{-- EoHi----- E'Omt -- M.'k ---- Eve u:us mr ra.;autsam^.�>mem tx+#� saam uatnacHua:xaiiir tttuaw: ::,�a:t � a.:a� atsru�as itmc stamtN ^ ..3., aN. S q .. ........ �.., ......., 1 ,na ... ........ r"A5 OAS .. ..... t;Aa .,TIiw YY T....... GAS ............ G;-AS447 _ N 89' 29' 18" `EEE 4 3 lfi � }4.. *} 2Y, -'i ;�'+•'oY'� + > ��S �5"L � 'r._ `..- �. 't r ?.' �.k.r " ua.•1, rL! h_ .r ;.. �K:. S ,.rJ � ::. �, Yf ;,., � ,; F..,.... r.y�'+`..�,,� 3. � ... :.,q ! < ': •S :� .Atia's . YP> ;..i ...;7"fie i fa �u3 m n`>jo,s�n a��i �. 4???�.��a�;iatl:�'�ix��3M ._ti�Nz?.i,lH .l ??a�,1 :wx,� a _ L RANDALL o 0 5 10 0 30 60 90 , 4 5' tyi.' :i31 Yt2 7 RETAINING CU�w i 4& 1.0m 1.0m 8' CF �— GROOVING PER CITY OF FONTANA STD. 1007(TYP.) 0" CF SEE SHEET 4 STA. 21+91.50 -- MATCHLINE !el, 014 IF ell A11_4 vv V � ' pry ,a tarsi;. :qtj ,{3�" aat ,t'1xr' xrixis xi+aic ,tt:it4,r�p ue rf ::uia• i>°. f TO DRAIN ..... `. 4 N89'45'�5'E -�-- — EXIST, EP s2 3 — 5s CUT. Y .........._. _...... xr ............ ........ �., -. ........... Yi Ye ............ Yr' YF ............ M r - Sm::i..'•:.aRC sk•,,. �•,,k:��itiitR� tit29F lt't1Q AH::»ti dH::iaa:;:NNR•• AVENUE N I ! GROOVING PER CITY OF FONTANA I STD. 1007 (TYP.) �I R I 20+59.25 JOIN END OF GUTTER TRANSITION 7.67' ECR BEGIN GUTTER TRANSITION 6 0' CF .....r_rrxs'n2 :ttl ii? i,�ttai3N.,� 0' CF 8' CF 3 z o N W m RAMP DETAIL NWC RADALL AVENUE/CATAWBA AVENUE "=10' CONSTRUCTION N07ES: fJ1 PROTECT IN PLACE. O REMOVE EXISTING PCC, AC, BASE, AND/OR SOIL. O CONSTRUCT 4 1/2 INCH THICK ASPHALT CONCRETE OVER 12' NATIVE MATERIAL COMPACTED TO 951 ® CONSTRUCT 8 INCH CURB AND GUTTER PER CITY OF FONTANA STD. PLAN NO. 1003. 4A CONSTRUCT 8 INCH CURB PER CITY OF FONTANA STD. PLAN NO. 1003. 4B CONSTRUCT 8 INCH CURB PER CITY OF FONTANA STD. PLAN NO. 1003 AND MODIFIED PER DETAIL HEREON. 5 CONSTRUCT 8 INCH AC DIKE PER CITY OF FONTANA STD. PLAN NO. 136. U6 CONSTRUCT 4 INCH THICK P.C.C. SIDEWALK PER CITY OF FONTANA STD. PLAN NO. 1015. �7 COLD MILL 0.1' MIN OF A.C. PAVEMENT AND OVERLAY 0.1' MIN OF A.C. PAVEMENT AS SHOWN IN TYPICAL SECTION. �8 CONSTRUCT RAMP PER CITY OF FONTANA STD. PLAN NO. 1006. 8A CONSTRUCT RAMP PER CITY OF FONTANA STD. PLAN NO. 1007. 86 CONSTRUCT RAMP MODIFIED PER PLAN AND PER CITY OF FONTANA STD, PLAN NO. 1007, 9� CONSTRUCT RESIDENTIAL DRIVEWAY PER CITY OF FONTANA STD. DETAIL NO. 102. WIDTH PER PLAN. 10 CONSTRUCT P.C.C. CROSS GUTTER INCLUDING CURB PER CITY OF FONTANA STD. PLAN NO. 105 AND MODIFIED PER PLAN. 11 RELOCATE EXISTING GUY WIRE BY OTHERS (SCE). 12 ADJUST TO GRADE (BY OTHERS) 13 ADJUST TO GRADE. (TYPE AS SHOWN) SS SEE SIGNING AND STRIPING PLAN. NOTE: ELEVATION RELATION FOR THIS PROJECT AND DRAWING NO. 3099: DWG 3099 ELEVATION: 1168.20 SMH THIS PROJECT ELEVATION: 1168.16 SMH ELEVATION DIFFERENCE: 0.04 THIS PROJECT ELEVATION + 0.04' = DWG 3099 ELEVATION R=2" -4A 2 GROOVING PER CITY OF FONTANA STD. 1006 (TYP.) i—O" CURB FACE le 8' 0' CF `off • 0' CF 4 0' CF 8` 2. m o" CURB FACEA• R=1' (TYP.) FONTANA AVENUE/CATAWBA AVENUE 2 4 DETAIL C -- (MEDIAN DETAIL 0" CURB FACE R=2'X4 2 0, SECTION PER CITY OF FONTANA STD 105 V. 's. DETAIL D -- CROSS GUTTER FONTANA AVENUE/CATAWBA AVENUE 1"=Iv LZ: ' L Q t: \ in 13505 \ 0206S03. D WG 1 CURVE TABLE FQA) RADIUS DELTA LENGTH TANGENT 50.00' 133' 02' 03' 116.09' 115.09' a 75.00' 22' 43' 58' 29.76' 15.08' © 2.00' 133' 02' 06' 4.64' 4.60' D EQ F 10.00' 10.00' 136' 134' 43' 19' 19' 14' 57' 38.18' 23.63' 23.62' 40.33' 24.36 24.34' © 2.00' 125' 08' 02" 4.36' 3.85' 2.00' 124' 51' 01" 4.36' 3.83' I 20.00' 85' 20' 57' 29.79' 18.44' !el, 014 IF ell A11_4 vv V � ' pry ,a tarsi;. :qtj ,{3�" aat ,t'1xr' xrixis xi+aic ,tt:it4,r�p ue rf ::uia• i>°. f TO DRAIN ..... `. 4 N89'45'�5'E -�-- — EXIST, EP s2 3 — 5s CUT. Y .........._. _...... xr ............ ........ �., -. ........... Yi Ye ............ Yr' YF ............ M r - Sm::i..'•:.aRC sk•,,. �•,,k:��itiitR� tit29F lt't1Q AH::»ti dH::iaa:;:NNR•• AVENUE N I ! GROOVING PER CITY OF FONTANA I STD. 1007 (TYP.) �I R I 20+59.25 JOIN END OF GUTTER TRANSITION 7.67' ECR BEGIN GUTTER TRANSITION 6 0' CF .....r_rrxs'n2 :ttl ii? i,�ttai3N.,� 0' CF 8' CF 3 z o N W m RAMP DETAIL NWC RADALL AVENUE/CATAWBA AVENUE "=10' CONSTRUCTION N07ES: fJ1 PROTECT IN PLACE. O REMOVE EXISTING PCC, AC, BASE, AND/OR SOIL. O CONSTRUCT 4 1/2 INCH THICK ASPHALT CONCRETE OVER 12' NATIVE MATERIAL COMPACTED TO 951 ® CONSTRUCT 8 INCH CURB AND GUTTER PER CITY OF FONTANA STD. PLAN NO. 1003. 4A CONSTRUCT 8 INCH CURB PER CITY OF FONTANA STD. PLAN NO. 1003. 4B CONSTRUCT 8 INCH CURB PER CITY OF FONTANA STD. PLAN NO. 1003 AND MODIFIED PER DETAIL HEREON. 5 CONSTRUCT 8 INCH AC DIKE PER CITY OF FONTANA STD. PLAN NO. 136. U6 CONSTRUCT 4 INCH THICK P.C.C. SIDEWALK PER CITY OF FONTANA STD. PLAN NO. 1015. �7 COLD MILL 0.1' MIN OF A.C. PAVEMENT AND OVERLAY 0.1' MIN OF A.C. PAVEMENT AS SHOWN IN TYPICAL SECTION. �8 CONSTRUCT RAMP PER CITY OF FONTANA STD. PLAN NO. 1006. 8A CONSTRUCT RAMP PER CITY OF FONTANA STD. PLAN NO. 1007. 86 CONSTRUCT RAMP MODIFIED PER PLAN AND PER CITY OF FONTANA STD, PLAN NO. 1007, 9� CONSTRUCT RESIDENTIAL DRIVEWAY PER CITY OF FONTANA STD. DETAIL NO. 102. WIDTH PER PLAN. 10 CONSTRUCT P.C.C. CROSS GUTTER INCLUDING CURB PER CITY OF FONTANA STD. PLAN NO. 105 AND MODIFIED PER PLAN. 11 RELOCATE EXISTING GUY WIRE BY OTHERS (SCE). 12 ADJUST TO GRADE (BY OTHERS) 13 ADJUST TO GRADE. (TYPE AS SHOWN) SS SEE SIGNING AND STRIPING PLAN. NOTE: ELEVATION RELATION FOR THIS PROJECT AND DRAWING NO. 3099: DWG 3099 ELEVATION: 1168.20 SMH THIS PROJECT ELEVATION: 1168.16 SMH ELEVATION DIFFERENCE: 0.04 THIS PROJECT ELEVATION + 0.04' = DWG 3099 ELEVATION R=2" -4A 2 GROOVING PER CITY OF FONTANA STD. 1006 (TYP.) i—O" CURB FACE le 8' 0' CF `off • 0' CF 4 0' CF 8` 2. m o" CURB FACEA• R=1' (TYP.) FONTANA AVENUE/CATAWBA AVENUE 2 4 DETAIL C -- (MEDIAN DETAIL 0" CURB FACE R=2'X4 2 0, SECTION PER CITY OF FONTANA STD 105 V. 's. DETAIL D -- CROSS GUTTER FONTANA AVENUE/CATAWBA AVENUE 1"=Iv LZ: ' L Q t: \ in 13505 \ 0206S03. D WG 1