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HomeMy WebLinkAbout3523-411 1 12 I�1 1 13 114 v 610 2 m I Q) 1 18 I -' N GREEN ASH STREET SEE SHEET 6 0 11 REVISION DESCRIPTION II QW? El CITY DATE I--= Y �U O U o0 O Q 2 5° � C NJW N + LQ tiZ J U (� N � (n � 272855" 112.00' m FFTyl 'f'p LO oo � Q Z 6 7 8 2.5 o 2.5' 9 N 0 C) o N26 5637"E -- l 23 0 J STORM DRAIN 1 Ai RECORD DWG. QEASEMENT bg MCH N89 2742"E o Og 0 20.00' -- o 20 I 112.00' Q� 9.80' 21 LL - �o Vo LLI DWG NO. 3525 Lo N Lm�y W� SHT NO. 6 -- --- l - =W a W ca 1ccco C4 ►Q ° 2 �QN .w��^• t/3 00s 1m1.2 6 - ca ca , 10+43.00 LLI ECR sc, 1 13 114 v 610 2 m I Q) 1 18 I -' N GREEN ASH STREET SEE SHEET 6 51 R/W -'- i y -11 12 1 15 13 8" SEWER D WG NO. 3524 SHT NO. 4 14 15 1 16 15 u. ,6 8" WA TERM — — INE OF R W- 10+43 00 SIGHT (TYP.) a J BCR �I CIL 27 26 25 o ti. ::j24 C) Lo �i W Dr,IA 0 JD r_1 r, DIAL TWO WORKING BEFORE �t`tt� DAYS BEF❑RE YOU DIG YOU DIG TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 0 11 REVISION DESCRIPTION DATE El CITY DATE p v' I O U o0 25.00' UN N 51 R/W -'- i y -11 12 1 15 13 8" SEWER D WG NO. 3524 SHT NO. 4 14 15 1 16 15 u. ,6 8" WA TERM — — INE OF R W- 10+43 00 SIGHT (TYP.) a J BCR �I CIL 27 26 25 o ti. ::j24 C) Lo �i W Dr,IA 0 JD r_1 r, DIAL TWO WORKING BEFORE �t`tt� DAYS BEF❑RE YOU DIG YOU DIG TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. REVISION DESCRIPTION DATE El CITY DATE p TANGENT REMARK O 90,00,00" 25.00' 39.27' 25.00' 5° � C 'o°� ��- 19 `S> N + 25.00' J U � <t CURB RETURN C 272855" 112.00' 53.72' FFTyl 'f'p LO D 2072855" d- 137.61' -- CUL-DE-SAC E N26 5637"E -- l 23 RT. CURB F 0 22 Ai RECORD DWG. 03/08 MCH N89 2742"E o Og 0 17 18 _It3Rd3 20' RT.) .26 RADIAL POINT A U CURVE/LINE DATA TABLE m Q DELTA/BRNG 5 p TANGENT REMARK O 90,00,00" 25.00' 39.27' 25.00' 5° � C 'o°� ��- 19 `S> N + 25.00' J U � <t CURB RETURN C 272855" 112.00' 53.72' FFTyl 'f'p LO D 2072855" d- 137.61' -- CUL-DE-SAC E N26 5637"E -- l 23 RT. CURB F 0 22 m m CROWNLINE G N89 2742"E U 20.00' -- o 20 10'00'02" 112.00' No 9.80' 21 LL - �o Lo N QF ^ `° QUO �i►EW CF� 11 y TYP. c; a No.63494 3 Exp. Sept. 30, 2008 CIVIL ��9TFOF CAUF���\� WAOLZ G 114 MATTHEW C. HICKS RCE NO. 63494 EXP. 09-30-08 M PROFILE SCALE HORIZ. 1" = 40' _..... ... .w.....,.._..__ :° VERT. 1" = 4' CONSTRUCTION NOTES: O1 CONSTRUCT 4" MIN A.C. OVER 95% COMPACTED NATIVE SOIL O2 CONSTRUCT 6" CURB & GUTTER PER CITY OF FONTANA STD. 1003 O5 CONSTRUCT CONCRETE SIDEWALK (W=5') PER CITY OF FONTANA STD. 1015 O6 CONSTRUCT ACCESS RAMP PER CITY OF FONTANA STD. 1006 O9 CONSTRUCT LOCAL DEPRESSION PER APWA STD. 313-1 & PER DETAIL ON SHEET 2 11 CONSTRUCT RESIDENTIAL DRIVEWAY PER CITY OF FONTANA STD 1005 DATE: 4-1-togA 40' 30' 20' 10' 0' 40' 80' GRAPHIC SCALE: I"=40' PLANNING ■ DESIGN ■ CONSTRUCTION CITY OF FONTANA, CALIFORNIA OfESS10 3536 CONCOURS, SUITE 220 SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT Q� FZW"9� STREET IMPROVEMENT PLAN X40 C. ONTARIO, CALIFORNIA 91764-5592 COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL `��` tir �y 909.581.0196 ■ FAX 909.581.0192 • www.RBF.com SHOWN HEREON AND CARRIED FORTH IN A DILIG �`� Q h ENT MANNER, -- z DRAWN BY: TRACT 16495 SCALE:„ _ 40' THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO `cxl_'' No .63494 m CONSULTING _ Exp. 9/30/06 PREPARED UN T U E I OF: DESIGNED BY: WHIT LANE JOB NUMBER BRING THEM INTO CONFORMANCE WITH CONDITIONS AND civ 1 \- 15-100634 Q S-FANDARDS IN EFFECT. �9r o��~ R OF C NODATE: 7-Z8-� CHECKED BY% APPOVED Q �QIB DRAWING N0, 4 MA EW . HICKS RCE NO. 63494 EXP. 09-30-06 BIHI R.J.B. RICARDO SANDOVAL R.C.F- 51159 nATF- y 3523 9 CURVE/LINE DATA TABLE Q DELTA/BRNG RADIUS LENGTH TANGENT REMARK A 90,00,00" 25.00' 39.27' 25.00' CURB RETURN B 90 00'00" 25.00' 39.27' 25.00' CURB RETURN C 272855" 112.00' 53.72' 27.39' RT. CURB D 2072855" 38.00' 137.61' -- CUL-DE-SAC E N26 5637"E -- 50.00' -- RT. CURB F 19'5825" 332.50' 115.91' 58.55' CROWNLINE G N89 2742"E -- 20.00' -- OFFSETCIL H 10'00'02" 112.00' 19.55' 9.80' RT CURB DATE: 4-1-togA 40' 30' 20' 10' 0' 40' 80' GRAPHIC SCALE: I"=40' PLANNING ■ DESIGN ■ CONSTRUCTION CITY OF FONTANA, CALIFORNIA OfESS10 3536 CONCOURS, SUITE 220 SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT Q� FZW"9� STREET IMPROVEMENT PLAN X40 C. ONTARIO, CALIFORNIA 91764-5592 COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL `��` tir �y 909.581.0196 ■ FAX 909.581.0192 • www.RBF.com SHOWN HEREON AND CARRIED FORTH IN A DILIG �`� Q h ENT MANNER, -- z DRAWN BY: TRACT 16495 SCALE:„ _ 40' THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO `cxl_'' No .63494 m CONSULTING _ Exp. 9/30/06 PREPARED UN T U E I OF: DESIGNED BY: WHIT LANE JOB NUMBER BRING THEM INTO CONFORMANCE WITH CONDITIONS AND civ 1 \- 15-100634 Q S-FANDARDS IN EFFECT. �9r o��~ R OF C NODATE: 7-Z8-� CHECKED BY% APPOVED Q �QIB DRAWING N0, 4 MA EW . HICKS RCE NO. 63494 EXP. 09-30-06 BIHI R.J.B. RICARDO SANDOVAL R.C.F- 51159 nATF- y 3523 9