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Home My WebLink About3517-89 z cc cc W ujJ Z Lu za �Nm =�V �00 .� WQ ca C4 04 W J~ LEGEND PROP. A.C. PA VEMEN T �jLIMITED USE OF FONTANA ASTDA 140 CITY PROP. CONCRETE SIDEWALK pi 5.57 Lf 130, > CURVE/LINE DATA 14 I 10 15 LF24.00 LF,&56 . 9 9+43.61 OC U oLcr Lti OC 37.00' CN �pZZ +U U co x 57.00' 118 N U Ln N 130, > CURVE/LINE DATA 14 I 10 15 LF24.00 LF,&56 LF 9 9+43.61 OC U oLcr OC OC 37.00' CN �pZZ +U U co x 57.00' 118 N U Ln N Q1 ic) N 10+85.00 ij0 O �pC01_ N O p o = 87.90' ca Z3 O II N 1032'20"W �- N O d- 0 0 U 2 113.50' 9.80' 1 4.90' LT CURB G N80'5558"W -- 1 42.36' 1 -- I LT. CURB m o CIO r< r\ Zn d- d w Ir 130, > CURVE/LINE DATA 14 53m Wr o 16 9 9+43.61 C/L U oLcr oC Dc rx 37.00' CN �pZZ +U U co x 57.00' 118 N U N Q1 STA. 10+85.00 ij0 SEE �pC01_ N -I- + p CEDAR CT 87.90' � V- �3 N 1032'20"W u') N N N O d- 0 0 ® o m LL'i R!W -� 5111 70 D CURVE/LINE DATA TYP. 53m T o 16 9 9+43.61 C/L ' I oLcr oC Dc rx 37.00' CN . 1• +U U co x 57.00' 118 N CENTERLINE MA TCHLINE I Q1 70 D OF MOC 17 47.74 TC CIL 12' DWY @5.67' FROM MOC TYP TFC 6" SD . 3519 10 ' DWY ROM EC 18 C L 12' DWY 17.63' FROM BC BC F 10+93.84 ECR 19 Z1 4.8.2 4&27 TC MA TCHLINE STA. 10+93.84 ECR SEE SHEET 9 RED CEDAR CT TOLL FREE -qmmmw-1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT RECORD DRAWING REVISED STREET SECTIONS L�pFESS/pgl C. y�c ey No. 63494 Exp. Sept. 30, 2008 J'l CIV11- qTF OF CAL I 10 SEE SHEET 9 RED CEDAR COURT � II 118 I All 1 11 ' 20'1 D, 2 .27 10+02.00 SCOTCH PINE WY= ,uu+ 1 TC 11+40.72 RED CEDAR CIL INT. , 117 I I 10+00.00 SCOTCH PINE WY= 11+40.72 RED CEDAR EAST CIL INT. 116 A. — I �c v R/W 11 +86.03 BCR � zQ I- W a. _,11 +99.67 CIL PROP. 36" SD 9 B11B-2, W=7.0' cr,D WG NO. 3519 >- A:60 -ry d SHT NO. 10 '- U 115 1 18' 1 0 0 103 _ RED CEDAR COURT SEE SHEET 9 U m rn 19 10+93.84 ECR PROP. 12" SEWS + SHT NO. 7518 9 12+02.61 CIL - - (- L - f 2 )P. 8"" WA TER' K PROFILE SCALE HORIZ. 1" = 40' VERT. 1" = 4' U 20 co -r--, 12 Wil' �- }--- 4�4 DATE: MA HEW C. HICKS RCt NO, 63494 EXP. 09-30-08 11+82.73 ECR 102 LINE OF SIGHT 1 1 13 CONSTRUCTION NOTES: Ol CONSTRUCT 4" MIN A.C. OVER 95% COMPACTED NATIVE SOIL O2 CONSTRUCT 6" CURB & GUTTER PER CITY OF FONTANA STD. 1003 O CONSTRUCT CONCRETE SIDEWALK (W=5') PER CITY OF FONTANA STD. 1015 O9 CONSTRUCT LOCAL DEPRESSION PER APWA STD. 313-1 PER DETAIL ON SHEET 3 23 CONSTRUCT RESIDENTIAL DRIVEWAY PER CITY OF FONTANA STD 103 Q3 33 CONSTRUCT CURB ONLY PER CITY OF FONTANA STD 1003 & PER JUNEBERRY LN STREET SECTION ON SHEET 2 (HEIGHT 'H' PER PLAN) SEE SHEET 10 LACEBARK ST. N I j G, tide X41 1 111111II.\\ LACEBARK ST SEE SHEET 10 42 II CURVE/LINE DATA W� z T DELTA 9 9+43.61 C/L ' I CB#B-4, W=7.0' m`S' 37.00' 10+56.61 ECR Ie U V- +U % 8936'18" 57.00' 118 co � - I CENTERLINE MA TCHLINE I Q1 STA. 10+85.00 ij0 SEE SHEET 9 r((:Z:s)lcQ�s RED CEDAR CT 87.90' � V- �It N 1032'20"W u') N N N O d- 0 0 ® o m OF MOC 17 47.74 TC CIL 12' DWY @5.67' FROM MOC TYP TFC 6" SD . 3519 10 ' DWY ROM EC 18 C L 12' DWY 17.63' FROM BC BC F 10+93.84 ECR 19 Z1 4.8.2 4&27 TC MA TCHLINE STA. 10+93.84 ECR SEE SHEET 9 RED CEDAR CT TOLL FREE -qmmmw-1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT RECORD DRAWING REVISED STREET SECTIONS L�pFESS/pgl C. y�c ey No. 63494 Exp. Sept. 30, 2008 J'l CIV11- qTF OF CAL I 10 SEE SHEET 9 RED CEDAR COURT � II 118 I All 1 11 ' 20'1 D, 2 .27 10+02.00 SCOTCH PINE WY= ,uu+ 1 TC 11+40.72 RED CEDAR CIL INT. , 117 I I 10+00.00 SCOTCH PINE WY= 11+40.72 RED CEDAR EAST CIL INT. 116 A. — I �c v R/W 11 +86.03 BCR � zQ I- W a. _,11 +99.67 CIL PROP. 36" SD 9 B11B-2, W=7.0' cr,D WG NO. 3519 >- A:60 -ry d SHT NO. 10 '- U 115 1 18' 1 0 0 103 _ RED CEDAR COURT SEE SHEET 9 U m rn 19 10+93.84 ECR PROP. 12" SEWS + SHT NO. 7518 9 12+02.61 CIL - - (- L - f 2 )P. 8"" WA TER' K PROFILE SCALE HORIZ. 1" = 40' VERT. 1" = 4' U 20 co -r--, 12 Wil' �- }--- 4�4 DATE: MA HEW C. HICKS RCt NO, 63494 EXP. 09-30-08 11+82.73 ECR 102 LINE OF SIGHT 1 1 13 CONSTRUCTION NOTES: Ol CONSTRUCT 4" MIN A.C. OVER 95% COMPACTED NATIVE SOIL O2 CONSTRUCT 6" CURB & GUTTER PER CITY OF FONTANA STD. 1003 O CONSTRUCT CONCRETE SIDEWALK (W=5') PER CITY OF FONTANA STD. 1015 O9 CONSTRUCT LOCAL DEPRESSION PER APWA STD. 313-1 PER DETAIL ON SHEET 3 23 CONSTRUCT RESIDENTIAL DRIVEWAY PER CITY OF FONTANA STD 103 Q3 33 CONSTRUCT CURB ONLY PER CITY OF FONTANA STD 1003 & PER JUNEBERRY LN STREET SECTION ON SHEET 2 (HEIGHT 'H' PER PLAN) SEE SHEET 10 LACEBARK ST. N I j G, tide X41 1 111111II.\\ LACEBARK ST SEE SHEET 10 42 II CURVE/LINE DATA W� z m DELTA U � Q m ' I ' 00 U 37.00' �Z rtn� 36.75' +U t^ 8936'18" 57.00' 89.14' 56.61' CENTERLINE O Q1 -00 �� ij0 N D 1093622" 0)�� 118.61' 87.90' � V- �It N 1032'20"W -- 42.36' d- LT CURB LL'i OF MOC 17 47.74 TC CIL 12' DWY @5.67' FROM MOC TYP TFC 6" SD . 3519 10 ' DWY ROM EC 18 C L 12' DWY 17.63' FROM BC BC F 10+93.84 ECR 19 Z1 4.8.2 4&27 TC MA TCHLINE STA. 10+93.84 ECR SEE SHEET 9 RED CEDAR CT TOLL FREE -qmmmw-1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT RECORD DRAWING REVISED STREET SECTIONS L�pFESS/pgl C. y�c ey No. 63494 Exp. Sept. 30, 2008 J'l CIV11- qTF OF CAL I 10 SEE SHEET 9 RED CEDAR COURT � II 118 I All 1 11 ' 20'1 D, 2 .27 10+02.00 SCOTCH PINE WY= ,uu+ 1 TC 11+40.72 RED CEDAR CIL INT. , 117 I I 10+00.00 SCOTCH PINE WY= 11+40.72 RED CEDAR EAST CIL INT. 116 A. — I �c v R/W 11 +86.03 BCR � zQ I- W a. _,11 +99.67 CIL PROP. 36" SD 9 B11B-2, W=7.0' cr,D WG NO. 3519 >- A:60 -ry d SHT NO. 10 '- U 115 1 18' 1 0 0 103 _ RED CEDAR COURT SEE SHEET 9 U m rn 19 10+93.84 ECR PROP. 12" SEWS + SHT NO. 7518 9 12+02.61 CIL - - (- L - f 2 )P. 8"" WA TER' K PROFILE SCALE HORIZ. 1" = 40' VERT. 1" = 4' U 20 co -r--, 12 Wil' �- }--- 4�4 DATE: MA HEW C. HICKS RCt NO, 63494 EXP. 09-30-08 11+82.73 ECR 102 LINE OF SIGHT 1 1 13 CONSTRUCTION NOTES: Ol CONSTRUCT 4" MIN A.C. OVER 95% COMPACTED NATIVE SOIL O2 CONSTRUCT 6" CURB & GUTTER PER CITY OF FONTANA STD. 1003 O CONSTRUCT CONCRETE SIDEWALK (W=5') PER CITY OF FONTANA STD. 1015 O9 CONSTRUCT LOCAL DEPRESSION PER APWA STD. 313-1 PER DETAIL ON SHEET 3 23 CONSTRUCT RESIDENTIAL DRIVEWAY PER CITY OF FONTANA STD 103 Q3 33 CONSTRUCT CURB ONLY PER CITY OF FONTANA STD 1003 & PER JUNEBERRY LN STREET SECTION ON SHEET 2 (HEIGHT 'H' PER PLAN) SEE SHEET 10 LACEBARK ST. N I j G, tide X41 1 111111II.\\ LACEBARK ST SEE SHEET 10 42 II CURVE/LINE DATA W� z m DELTA U � Q m ' I Q 43 00 8936'18" 37.00' �Z rtn� 36.75' +U t^ 8936'18" 40' 30' 20' 10' 0' 40' 80' GRAPHIC SCALE: 1 "=40' 11 DATE ENGR. CITY DATE PLANNING ■ DESIGN ■ CONSTRUCTION CITY OF FONTANA, CALIFORNIA Q pVlssjpRW 3536 CONCOURS, SUITE 220 ¢ SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT QR �9� ONTARIO, CALIFORNIA 91764-5592 STREET IMPROVEMENT PLANS COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL �� EW c" 909.581.0196 ■ FAX 909.581.0192 • www.RBF.com SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER , �� ' m DRAWN BY: SCALE: o CONSULTING RG TRACT 16495-1 1" = 40' THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO No .63494 JUNEBE R Y� LANE & JOB NUMBER � Exp. 9/30/06 � BRING THEM INTO CONFORMANCE WITH CONDITIONS AND 41 c j l� PREPARED ND H SUP R to F: DESIGNED BY- SCOTC NE WAY 15-100634 ER 04/08 {� STANDARDS IN EFFECT. qTF OF C t\�1�� DATE:157 PP VED BY DRAWING N0. `L O CHECKED BY: 8. Z ,.,�,�CL 8/05 (j MATT EW C. HICKS RCE NO. 63494 EXP. 09-30-06 MCH RIC RDO SANDOVAL R.C.E. 51152 DATE: 3517 14 CURVE/LINE DATA TABLE Q DELTA RADIUS LENGTH TANGENT REMARK A 8936'18" 37.00' 57.86' 36.75' RT" CURB B 8936'18" 57.00' 89.14' 56.61' CENTERLINE C 10 00'02" 112.00' 19.55' 9.80' LT. CURB D 1093622" 62.00' 118.61' 87.90' LT. KNUCKLE E N 1032'20"W -- 42.36' -- LT CURB F 04'57'00" 113.50' 9.80' 1 4.90' LT CURB G N80'5558"W -- 1 42.36' 1 -- I LT. CURB 40' 30' 20' 10' 0' 40' 80' GRAPHIC SCALE: 1 "=40' 11 DATE ENGR. CITY DATE PLANNING ■ DESIGN ■ CONSTRUCTION CITY OF FONTANA, CALIFORNIA Q pVlssjpRW 3536 CONCOURS, SUITE 220 ¢ SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT QR �9� ONTARIO, CALIFORNIA 91764-5592 STREET IMPROVEMENT PLANS COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL �� EW c" 909.581.0196 ■ FAX 909.581.0192 • www.RBF.com SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER , �� ' m DRAWN BY: SCALE: o CONSULTING RG TRACT 16495-1 1" = 40' THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO No .63494 JUNEBE R Y� LANE & JOB NUMBER � Exp. 9/30/06 � BRING THEM INTO CONFORMANCE WITH CONDITIONS AND 41 c j l� PREPARED ND H SUP R to F: DESIGNED BY- SCOTC NE WAY 15-100634 ER 04/08 {� STANDARDS IN EFFECT. qTF OF C t\�1�� DATE:157 PP VED BY DRAWING N0. `L O CHECKED BY: 8. Z ,.,�,�CL 8/05 (j MATT EW C. HICKS RCE NO. 63494 EXP. 09-30-06 MCH RIC RDO SANDOVAL R.C.E. 51152 DATE: 3517 14