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HomeMy WebLinkAbout3920-57 5 i S/c:i,, Li z X5046 ' ExP. sal 6 5 4 S'LY R/W N'RY R/W 25' 112.5' PROPOSED 6" A.C. DIKE M,qXMAX, (4.0099) 1 EX. GRADE " t'4 80�) 0.8099) r - = 8 CF �N. (0,80Rj MINi�- - - - - It30' 243-131-02 EX 1 PROPOSED GRADE A.C. PV SEWER MAIN PROPOSED W X. R/W O CURB AND SAWCUT & REMOVE 12 GUTTER X. A.C. PVMT. 80 & JOIN 243-131-24 W TYP. ALLEY CROSS SECTION I STA. 1+65 - STA. 3+00, STA. 3+60 - STA. 6+30 NTS 243-131-01 EX. R/W_. 3+60.00 or END OF A.C. DIKE I ( 6+30.00 SCALE 1 " = 40' 0 EX. FIRE HYDRANT t� I TO REMAIN t l EX. POWER POLE �TO REMAIN I EX. SMH \� _ SEWER MH 1 7.16 RIM FL 330.76 N�.-----6-+.DQ----- - FL 1 30.62 NW - FLI 330.74 S ---- ----- -----q" 13 243-131-76 EX. C&G TO REMAIN BEGIN OF A.C. DIKE EX. EDGE OF 3+60.00 PAVEMENT LO EX POWER POLE TO REMAINTO REMAIN N b� -��ao- .- ----------- T -------N _ 4+00 EX. SEWER' --��� MAIN PER DWG. j \ B.C.R. o cX. 6' BLO KWA! NO. 1486 \ \ _ _ 5 TO REMAIN TC 337.79 q E.C.R. \ I I EX. SEWER ° 6+28.17 \ AI PER DWG. ETAIL 8010 243-251-02 JOIN EX. II NO. 1486 TC (336.93) \ I 243-251-03 CURB & GUTTER X. R/W CURVE TABLE moommoommmmmmmmmmmmmmmmmm LENGTH RADIUS DELTA TANGENT C3 31.79' 112.00' 16'15'37" 16.00' C4 140.95' 38.00' 212031'13" - 05 19.08' 13.00' 8408'57" 11.74' OS CONSTRUCT SIDEWALK PER CITY OF FONTANA STD. 1006 14 O CONSTRUCT CURB RETURN ACCESS RAMP PER CITY OF RACT BNDY. W APN 243-131-68 O ( I EX. FIRE HYDRANT PROPOSED 8" TO REMAIN v I I I I I CP SEWER MAIN PER DWG. N0. 3921 END OF A -3+00.00 C. DIKE /-EX R/W EASEMENT To ON SHEET 1 FOR DETAIL OF COMBINED SECTION OF WALL AND BOX CULVERT AND G'� TRACT N0. 8081 f© CONSTRUCT 6" A.C. 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DIKE M,qXMAX, (4.0099) 1 EX. GRADE " t'4 80�) 0.8099) r - = 8 CF �N. (0,80Rj MINi�- - - - - It30' 243-131-02 EX 1 PROPOSED GRADE A.C. PV SEWER MAIN PROPOSED W X. R/W O CURB AND SAWCUT & REMOVE 12 GUTTER X. A.C. PVMT. 80 & JOIN 243-131-24 W TYP. ALLEY CROSS SECTION I STA. 1+65 - STA. 3+00, STA. 3+60 - STA. 6+30 NTS 243-131-01 EX. R/W_. 3+60.00 or END OF A.C. DIKE I ( 6+30.00 SCALE 1 " = 40' 0 EX. FIRE HYDRANT t� I TO REMAIN t l EX. POWER POLE �TO REMAIN I EX. SMH \� _ SEWER MH 1 7.16 RIM FL 330.76 N�.-----6-+.DQ----- - FL 1 30.62 NW - FLI 330.74 S ---- ----- -----q" 13 243-131-76 EX. C&G TO REMAIN BEGIN OF A.C. DIKE EX. EDGE OF 3+60.00 PAVEMENT LO EX POWER POLE TO REMAINTO REMAIN N b� -��ao- .- ----------- T -------N _ 4+00 EX. SEWER' --��� MAIN PER DWG. j \ B.C.R. o cX. 6' BLO KWA! NO. 1486 \ \ _ _ 5 TO REMAIN TC 337.79 q E.C.R. \ I I EX. SEWER ° 6+28.17 \ AI PER DWG. ETAIL 8010 243-251-02 JOIN EX. II NO. 1486 TC (336.93) \ I 243-251-03 CURB & GUTTER X. R/W CURVE TABLE CURVE LENGTH RADIUS DELTA TANGENT C3 31.79' 112.00' 16'15'37" 16.00' C4 140.95' 38.00' 212031'13" - 05 19.08' 13.00' 8408'57" 11.74' LO N 243-251-01 3 TRACT NO. 3298 16 243-131-78 2 30' I 30' CONSTRUCT 4" MIN. A.C. PAVEMENT ON 12" MIN. OF 95.E COMPACTED -16'0 EX. R/W 15 +82.06 �i 3+00.00 243-131-77 INSTALLED BY SCE. BEGIN OFA.C. DIKE N 2 1+65.00 �- O CONSTRUCT 6 CURB & 18 TER GUTPER CITY OF FONTANA STD. 1003 Iw DRIVE 01 LOT 10 O CONSTRUCT DRIVE APPROACH PER CITY OF FONTANA STD. 1005 6+19.64 OS CONSTRUCT SIDEWALK PER CITY OF FONTANA STD. 1006 14 O CONSTRUCT CURB RETURN ACCESS RAMP PER CITY OF RACT BNDY. W APN 243-131-68 O ( I EX. FIRE HYDRANT PROPOSED 8" TO REMAIN v I I I I I CP SEWER MAIN PER DWG. N0. 3921 END OF A -3+00.00 C. DIKE /-EX R/W EX. ST. SIGN TO REMAIN 243-251-08 '--,�EX. EDGE F 243-251-06 PAVEME EX. ALLEY BEGIN 243-251-07 1+65.00' ALLEY 243-131-54 14 EX. POWER POLE LO TO PE PROTECTED Op IN PLACE I 0 I 1 CT BNDY. W1/2 LOT 412 SEMI TROPIC LANDS 1 AND WATER CO. M.B. 11-1 1 1 APN 243-131-69 O G 1340.31) %lF � O EX. ONE-STORY 0 HOUSE / ZElf LOT 17 LOT 18 IN OF FL TR ■�. m (FF 1340.35) mc 941.89 1�1//I FL 341.39 -(FG 1340.31) , 6"C URB ~� 0 PROPOSED 25' WIDE 8" CURB ft Iq CN 1 FL 340.1 vl- 1 __LT -ft:41 I cq N EWER & DRAINAGE TC 341.8 EASEMENT 8 FL 341.22 141_31'57" = r.. f - SEE SHEET 2 I I 0' IENT S'L Y R/W N'RY R/W 25' 2' 1, 23' 112.5' EX. M,qX (4 8 p MAX, (4.0099) GRADE ?IVE 4 LOT 8 EX. GRADE 8" CF �N, (0.80) MINK - - - =16 - - -- - 1 EX. 1 PROPOSED PROPOSED A.C. PVM . SEWER MAIN OCURB AND SAWCUT &REMOVE GUTTER X. A.C. PVMT. 80 & JOIN TYP. ALLEY CROSS SECTION STA. 0+00.00 - STA. 1+65.00 NTS CONSTRUCTION NOTES DRIVE ILOT9 O CONSTRUCT 4" MIN. A.C. PAVEMENT ON 12" MIN. OF 95.E COMPACTED -16'0 NATIVE SUBGRADE (SEE GENERAL NOTES 31 & 32) +82.06 O CONSTRUCT 8" CURB & 18" GUTTER PER CITY OF FONTANA STD. 1003 INSTALLED BY SCE. BEGIN OFA.C. DIKE N 2 1+65.00 �- O CONSTRUCT 6 CURB & 18 TER GUTPER CITY OF FONTANA STD. 1003 �. DRIVE 01 LOT 10 O CONSTRUCT DRIVE APPROACH PER CITY OF FONTANA STD. 1005 6+19.64 OS CONSTRUCT SIDEWALK PER CITY OF FONTANA STD. 1006 ' ' O CONSTRUCT CURB RETURN ACCESS RAMP PER CITY OF RACT BNDY. FONTANA STD. 1006 ON SHEET 2 �� O INSTALL STREET LIGHT PER STREET LIGHTING PLAN, STREET LIGHTS TO `O - -'- -' - - -~ - - 8" - " ' - 589'45' 01 » E BE PAID FOR AND COORDINATED BY DEVELOPER AND R/W 243-251-21 TC 341.90' 1.9 INSTALLED BY SCE. BEGIN OFA.C. DIKE N 2 1+65.00 �- , � FL 341.23 + 243-251-19 O8 SAWCUT AND REMOVE & RECONSTRUCT EX. A.C. PAVEMENT - 243-251-05 243-251-04 ��xpo �, E�, . p O�sO O0 813'33"�� z E P 243-251-20 `� � o 'ph' Ln 243-251-18 12 CONSTRUCT 10' WIDE, 4" TO 8" DEEP BOX CULVERT DRAIN PER DETAIL PROPOSED 25' WIDE ''i� W � � ° 9'' c ON SHEET 2 �� SEWER & DRAINAGE tv �� q� 7 �s O CONSTRUCT 10 WIDE, 8 DEEP BOX CULVERT DRAIN PER DETAIL EASEMENT To ON SHEET 1 FOR DETAIL OF COMBINED SECTION OF WALL AND BOX CULVERT AND G'� TRACT N0. 8081 f© CONSTRUCT 6" A.C. DIKE PER DETAIL ON CITY OF FONTANA STD. 136 WALL OPENING FOR EMERGENCY OVERFLOW, SEE GRADING PLAN Q AUTOCAD FlLEWF-- street.dwg