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HomeMy WebLinkAbout4868-4I SOUTH 1530 1528 1526 10+00 1524 -40 -20 0 20jC'4 cO 40 NTS SCALE: HORIZONTAL 1"=20' VERTICAL 1"=2' I SOUTH 1 1530 f 1528 1526 12.00 -20 U F= I L I N 40 ^ U i- J U N N I� N 1U- N N J 17 00 O n C6 N CO 00 m C� -� co N c� CNL _ 06 N r SCALE: HORIZONTAL 1"=20' N Li CNIn 1"=2' N 1 _� � 2,33 (1.49%o) � __j CD N C) J O� '' CD Lq LL co 0 N ►N7 � N Do CN '�' 1 co N Li N cvF— cV r --f N N W cv rn N 1524 -40 -20 0 20jC'4 cO 40 NTS SCALE: HORIZONTAL 1"=20' VERTICAL 1"=2' I SOUTH 1 1530 f 1528 1526 12.00 1524 -40 -20 N G� L 20 `i N 40 ^ U i- J U J � LO 1U- FI U-) J 17 00 O n C6 N CO 00 m 00 N co N c� CNL m O c6 N - N � 00 SCALE: HORIZONTAL 1"=20' N Li VERTICAL 1"=2' N 1 _� � � __j CD N C) J O� '' CD Lq 0 N 2.06% N Do CN Li 4.- (2.11-7J0 1,62% --f 1.8 W cv rn N coo w rn N .6 2. L2 rn rn c� N � CD Li_1 62 �}- 00 00 N - _N W N 0o 1524 -40 -20 N G� 20 `i N 40 N ^ J � LO E2 FI U-) J 17 7 Do N CO 00 m 00 N co N c� CNL m O c6 N - N � 00 SCALE: HORIZONTAL 1"=20' N VERTICAL 1"=2' N 1 _� NORTH 1530 -SOUTH 1530 1528 1528 1526 1526 1524 10+50 1524 _40 J -20- ; 0� 20 40 40 I- (6 o n CD T N � N r SCALE: HORIZONTAL 1"=20' VERTICAL 1"=2' NORTH 1530 SOUTH R/W I 1528 1526 2•� 1.0'i SLAP, _ 1524 •1 �� A.C. PAVEMENT OVERLAY 2 9 (MIN. 0:10' THICKNESS) PROPOSED 1' 5' A.C. PAVEMENT MIN. MIN. 0.10' MIN. GRIND EXISTING SAWCUT AND REMOVE EXISTING A.C. PAVEMENT EXISTING A.C. PAVEMENT A.C. PAVEMENT MIN. 0.10' THICKNESS) TYPICAL PAVEMENT IOIN DERAIL N.T.S. EXISTING GROUND sourH R/W -NORTH 1530 1528 1526 1524 10' 28' 28' N 2Z 3 cs --------- 2% - _ -.� (jL�, o O ---O AUTO CENTER DRIVE NIS STA 12.38 T019+20 i1= 65 PROPOSED � EXISTING � = CROWN UNE 68'I I _5:0' 28' 2 15f , 4' 2q 3 2 �TO (1.49% TO 1 % �) SOUTH 1530 1528 1526 11.00 1-7 j I q U ^ J U E2 FI U-) Do N ~co oo m 00 N co N c� CNL m O c6 N - 2.00q CD LU cm LO I N N J N 1 _� � C) J O� '' 0 N N Do CN Li 4.- (2.11-7J0 1,62% --f 1.8 W cv rn N rn N .6 2. L2 rn rn c� N � CD Li_1 62 �}- 00 00 N - _N cul W d- W i J LCA 17 �p N 0) LO co cfl J CN cfl N c(0 1524 _40 J -20- ; 0� 20 40 40 I- (6 o n CD T N � N r SCALE: HORIZONTAL 1"=20' VERTICAL 1"=2' NORTH 1530 SOUTH R/W I 1528 1526 2•� 1.0'i SLAP, _ 1524 •1 �� A.C. PAVEMENT OVERLAY 2 9 (MIN. 0:10' THICKNESS) PROPOSED 1' 5' A.C. PAVEMENT MIN. MIN. 0.10' MIN. GRIND EXISTING SAWCUT AND REMOVE EXISTING A.C. PAVEMENT EXISTING A.C. PAVEMENT A.C. PAVEMENT MIN. 0.10' THICKNESS) TYPICAL PAVEMENT IOIN DERAIL N.T.S. EXISTING GROUND sourH R/W -NORTH 1530 1528 1526 1524 10' 28' 28' N 2Z 3 cs --------- 2% - _ -.� (jL�, o O ---O AUTO CENTER DRIVE NIS STA 12.38 T019+20 i1= 65 PROPOSED � EXISTING � = CROWN UNE 68'I I _5:0' 28' 2 15f , 4' 2q 3 2 �TO (1.49% TO 1 % �) SOUTH 1530 1528 1526 11.00 1524 I -40 0 -20 G� 20 � a' 40 o cpQS �! � � N SCALE: HORIZONTAL 1"=20' VERTICAL 1"=2' NORTH WEST R/W R/W NORTH R/W 21 CALTRANS FENCE 2' BENCH X X 5:1 MAX CALTRANS FENCE _ - - c_= I !.11 ion— •leo, �.. F — 4 8 �—�"12 EXISTING CURB AND GUTTER C J� EXISTING GROUND TO BE REMOVED PROPOSED IMPROVEMENTS EXISTING IMPROVEMENTS EXISTING CURB AND GUTTER AUTO CENTER DRIVE NTS STA 10+00 TO 12+38 71 6.5 NORTH 1530 1528 1526 1524 SOUTH 1530 1528 1526 11.50 fU— r (o N O j I q U OO �t- N -- U -)I ^ U d- 0 � N Do N cfl N I 00 N O L c� CNL m O c6 N - 2.00q CD LU cm LO I � C) N Li 4.- (2.11-7J0 199' W cv rn N rn N L2 rn rn c� N � CD Li_1 62 �}- 00 00 N - _N 1524 I -40 0 -20 G� 20 � a' 40 o cpQS �! � � N SCALE: HORIZONTAL 1"=20' VERTICAL 1"=2' NORTH WEST R/W R/W NORTH R/W 21 CALTRANS FENCE 2' BENCH X X 5:1 MAX CALTRANS FENCE _ - - c_= I !.11 ion— •leo, �.. F — 4 8 �—�"12 EXISTING CURB AND GUTTER C J� EXISTING GROUND TO BE REMOVED PROPOSED IMPROVEMENTS EXISTING IMPROVEMENTS EXISTING CURB AND GUTTER AUTO CENTER DRIVE NTS STA 10+00 TO 12+38 71 6.5 NORTH 1530 1528 1526 1524 SOUTH 1530 1528 1526 11.50 1524 -40 00 d- d- 'I -20 !, L M 40 N�� cn 116 N cfl SCALE: HORIZONTAL 1"=20' VERTICAL 1"=2' ! 40' _ I _ 34' 2.� 12' 28' 2q �I S� 2% 5 .9LL.4/� �, D J. No.36052 • ( �� Exp. 6-30-20 �F IVIL11o��,�? ,�� ��osz FxP X1.3©lie Easr R/W NORTH 1530 1528 1526 1524 28' 6' 0 3 2% 1 . S ------- AUTO AUTO CENTER DRIVE MS STA rhzo TO 19•80 T1 =-6.5 CONSTRUCTION NOTES (9-----�CONSTRUCT 4.5° A. -C. PAVEMENT (MIN) OVER 12" OF 95% COMPACTED NATIVE Q—SAWCUT EXISTING A.C. PAVEMENT TO CLEAN STRAIGHT UNE (1' MIN.) Q—CONSTRUCT 8" PCC CURB &GUTTER PER CIN STD. DWG. N0. 1000. (D—CONSTRUCT 4° PCC SIDEWALK PER' CIN STD. DWG. N0. 1006, WIDTH = 5' @)—CONSTRUCT 4" PCC SIDEWALK PER CITY STD. DWG. N0. 1006, WIDTH PER PLAN @)—CONSTRUCT COMMERCIAL DRIVEWAY APPROACH PER CIN STD. DWG. N0. 1002 O—CONSTRUCT ACCESS RAMP PER APWA APWA 111-3 CASE 'D' TYPE 2 @)—SLURRY .'.FILL EXISTING WATERUNESWITHIN ROAD R/W TO THE SATISFACTION OF THE CIN ENGINEER 9O—GRIND AND OVERLAY PER DETAIL ON SHEET 4 @--INSTALL. STREET. LIGHT _ 9,500 _LUMEN PER CITY .STD .DWG N0. 404 (gv aTMERs� (D—CONSTRUCT UNDER SIDEWALK DRAIN PER CIN STD. DWG. N0. 3001 < = 60' 12 CONSTRUCT 3" A.C. PAVEMENT (MIN) OVER 12" MIN OF 95% COMPACTED NATIVE FOR GATE ACCESS -ROAD Q 13 TREAT WITH 4 - - `� eoMVAGrED D.G'. REMOVAL NOTES o- MISCELLANEOUS REMOVAL 21 PROTECT IN PLACE BASIS OF BEARINGS: BEARINGS ARE BASED ON THE CENTERLINE OF SIERRA AVENUE AS SHOWN ON TRACT 16572, MAP BOOK 304, PAGES 38-44, BEING : N00'01'08"W REV. REVISION DESCRIPTION DATE ENGR. CITY DATE ORIGINAL --BENCHMARK Prepared By: CITY OF FONTANA CALIFORNIA N Q SHOULD CONSTRUCTION OF REQUIRED PREPARED FOR: CITY OF FONTANA BM -361 R.R. SPIKE IN PP N0. ALLARD ENGINEERING QR°FESS'°�q N IMPROVEMENTS NOT COMMENCE WITHIN 1536697E AT THE SW CORNER OF BASELINE AVENUE �o oNo J.4 < AUTO CENTER DRIVE TWO YEARS OF THE DATE OF APPROVAL C1T1( OF FONTMA AND SULTANA AVENUE. ELEVATION: 1-365.01, -SINCE Civil Engineering - Land Surveying - Land Planning -a 8253 Sierra Avenue � p o SHOWN HEREON AND CARRIED FORTH IN � ��- �� ti� DRAWN BY: SCALE: 8353 SIERRA AVENUE DESTROYED _ Z BKA AS NOTED DILIGENT MANNER, THE CITY ENGINEER MAY Fontana, California 92335 0 No. 36052 m DESIGNED BY: -STREET IMPROVEMENT PLAN DATE: C FONTANA, CA 92335 SITE BENCHMARK (909) 356-181 Fax (909) 356-1795 � DEAL - TWO WORKING - - - BEFORE DAYS BEFORE REQUIRE REVISIONS TO THE PLANS TO (909) 350-7610 SW CORNER, SEC. 31, TAN., R.5W., S.BM.-2" I.P. Exp. 6/30/12 BKA SEPTEMBER 2010 o YOU DIG YOU D I O BRING THEM INTO CONFORMANCE WITH FAX (909) 350-6618 WITH BRASS CAP, C.S.M. AT THE INTERSECTION OF ' Z • 10 s�y�, clV j� ��`P CHECKED BY: APP VE DRAWING NO.: 4 TOLL FREE 1-800-227-2600 CONDITIONS AND STANDARDS IN EF�CT BASELINE AVENUE AND CITRUS AVENUE. Aa J. d A.C.E. 36052 Date F OF CA1-�FD RJA DATE: �e `/v o A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT � 11� 1 ELIWATI01:1395.16 (expires 6/30/2012) CITY ENGINEER R.C.E. 51152 4868 5 CL Flename: I:\ 14929 Loop Road\DWG's\Enol Design\Street Plans\Sheet 4.dwg fU— r (o N O ~ cfl N N n �. cm OO �t- N -- U -)I 0 N c� N 00 N O L a m O c6 N - 2.00q CD LU cm LO 1524 -40 00 d- d- 'I -20 !, L M 40 N�� cn 116 N cfl SCALE: HORIZONTAL 1"=20' VERTICAL 1"=2' ! 40' _ I _ 34' 2.� 12' 28' 2q �I S� 2% 5 .9LL.4/� �, D J. No.36052 • ( �� Exp. 6-30-20 �F IVIL11o��,�? ,�� ��osz FxP X1.3©lie Easr R/W NORTH 1530 1528 1526 1524 28' 6' 0 3 2% 1 . S ------- AUTO AUTO CENTER DRIVE MS STA rhzo TO 19•80 T1 =-6.5 CONSTRUCTION NOTES (9-----�CONSTRUCT 4.5° A. -C. PAVEMENT (MIN) OVER 12" OF 95% COMPACTED NATIVE Q—SAWCUT EXISTING A.C. PAVEMENT TO CLEAN STRAIGHT UNE (1' MIN.) Q—CONSTRUCT 8" PCC CURB &GUTTER PER CIN STD. DWG. N0. 1000. (D—CONSTRUCT 4° PCC SIDEWALK PER' CIN STD. DWG. N0. 1006, WIDTH = 5' @)—CONSTRUCT 4" PCC SIDEWALK PER CITY STD. DWG. N0. 1006, WIDTH PER PLAN @)—CONSTRUCT COMMERCIAL DRIVEWAY APPROACH PER CIN STD. DWG. N0. 1002 O—CONSTRUCT ACCESS RAMP PER APWA APWA 111-3 CASE 'D' TYPE 2 @)—SLURRY .'.FILL EXISTING WATERUNESWITHIN ROAD R/W TO THE SATISFACTION OF THE CIN ENGINEER 9O—GRIND AND OVERLAY PER DETAIL ON SHEET 4 @--INSTALL. STREET. LIGHT _ 9,500 _LUMEN PER CITY .STD .DWG N0. 404 (gv aTMERs� (D—CONSTRUCT UNDER SIDEWALK DRAIN PER CIN STD. DWG. N0. 3001 < = 60' 12 CONSTRUCT 3" A.C. PAVEMENT (MIN) OVER 12" MIN OF 95% COMPACTED NATIVE FOR GATE ACCESS -ROAD Q 13 TREAT WITH 4 - - `� eoMVAGrED D.G'. REMOVAL NOTES o- MISCELLANEOUS REMOVAL 21 PROTECT IN PLACE BASIS OF BEARINGS: BEARINGS ARE BASED ON THE CENTERLINE OF SIERRA AVENUE AS SHOWN ON TRACT 16572, MAP BOOK 304, PAGES 38-44, BEING : N00'01'08"W REV. REVISION DESCRIPTION DATE ENGR. CITY DATE ORIGINAL --BENCHMARK Prepared By: CITY OF FONTANA CALIFORNIA N Q SHOULD CONSTRUCTION OF REQUIRED PREPARED FOR: CITY OF FONTANA BM -361 R.R. SPIKE IN PP N0. ALLARD ENGINEERING QR°FESS'°�q N IMPROVEMENTS NOT COMMENCE WITHIN 1536697E AT THE SW CORNER OF BASELINE AVENUE �o oNo J.4 < AUTO CENTER DRIVE TWO YEARS OF THE DATE OF APPROVAL C1T1( OF FONTMA AND SULTANA AVENUE. ELEVATION: 1-365.01, -SINCE Civil Engineering - Land Surveying - Land Planning -a 8253 Sierra Avenue � p o SHOWN HEREON AND CARRIED FORTH IN � ��- �� ti� DRAWN BY: SCALE: 8353 SIERRA AVENUE DESTROYED _ Z BKA AS NOTED DILIGENT MANNER, THE CITY ENGINEER MAY Fontana, California 92335 0 No. 36052 m DESIGNED BY: -STREET IMPROVEMENT PLAN DATE: C FONTANA, CA 92335 SITE BENCHMARK (909) 356-181 Fax (909) 356-1795 � DEAL - TWO WORKING - - - BEFORE DAYS BEFORE REQUIRE REVISIONS TO THE PLANS TO (909) 350-7610 SW CORNER, SEC. 31, TAN., R.5W., S.BM.-2" I.P. Exp. 6/30/12 BKA SEPTEMBER 2010 o YOU DIG YOU D I O BRING THEM INTO CONFORMANCE WITH FAX (909) 350-6618 WITH BRASS CAP, C.S.M. AT THE INTERSECTION OF ' Z • 10 s�y�, clV j� ��`P CHECKED BY: APP VE DRAWING NO.: 4 TOLL FREE 1-800-227-2600 CONDITIONS AND STANDARDS IN EF�CT BASELINE AVENUE AND CITRUS AVENUE. Aa J. d A.C.E. 36052 Date F OF CA1-�FD RJA DATE: �e `/v o A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT � 11� 1 ELIWATI01:1395.16 (expires 6/30/2012) CITY ENGINEER R.C.E. 51152 4868 5 CL Flename: I:\ 14929 Loop Road\DWG's\Enol Design\Street Plans\Sheet 4.dwg