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HomeMy WebLinkAbout2902-11M' • W 2 W . W LT. CURB 50 25.49' I'O.0 138:80' 25.49' 0.C. 0.0. PROPOSED TC 6" C.F. L..O 40%_ 0 0 O t() N 100' VC (0 0 PI 0 17+65.00 EL = 1053.71 -431=.0:40% G2=70.40% O 0 0 m t) 0 0 • LO + N L.0 0 O O O 0) POR.OF 100' VC 1 PI 0:19+65.00 EL = 1052:91 G1=-0.40% G2=0.40% t -0.40% U m O I0 + o'L v/4=11.78' CJ _W On (0 (00 - 0°1'3 N .. N . M LO 0 IL R (Ow 0 0 1052..59 FL LO LO 0 0 :CO N (0 0 L� 0 0 ob 47.12 ..._0.C. LO 04. 1.0 O Li - 4=11.78' (00 0 0 0 U U FS 0 18' N OF q....... U m 0 N 0 N d-' Lam• .. U (O 1052.64 FL 0 .0 O PROPOSED TC' 6" C.F. -1 0:40% 0 O 0 N N 133.79',0. 19.69' 25.49' 0 m U 0 62 : 80.' VC PI EL=1054.23 G 1=. -0 ..40%.. G 2= -0.40% W4=15:70' CD Ci (0 O L0 ((00 .0 0 0 U 50' -VC PI ®22+94°00 0.40% N to rr) to O 18+73.30 EC N 0 cO CD m 0 N O co �(° 0 + M 00 0 0 • PROPOSED FS 6 CENTERLINE EXISTING; SURFACE: 0 CENTERLINE 100' VC PI 0 17+65.00 EL =1053.68 G 1- 0.40% ---G'2= -0.40% O O 0 to to 6 O O 0 (o 0 M to 0 O 0 O O N. to 6 to 0 U LJ 0 O' to co O 0 O 0 O 0, 100' VC 0 0 O PI ® 19+65.00 EL = 1052.88 G 1= 0.402 G2= p.40% .... O 0 + O O M O O (0 rn. O Dy C4 LO O O 0 O 0) O to O W O 0 0 0 0 O 19+71 04 PEAR:. STREET =10+00.00 MYRTLE LANE 1052.98 t INT. 0 O +0 N 0.40% ......... N M 0 PROPOSED FS O'CENTERLINE NI" to O E -=I 1054.20 ti 1= 0.40% G 2 -0.75% O 0 '4'. O N N 23+06.80 PEAR. ST. 4 O =19+31.1-8-DAYLILLY cF: 1054.07 W 00 a0 + O CD U .CO 075X!. '4- co M LO: o Oir) • t )t•7 Q 0:40% OD N I- w ZW OD 50 LT. CURB T. CURB' 50 CL INTERSECTION i' 0L 4 12+97.50BCR 4 0 0 39.27' 0.C. W4=9.82' U W ml n 0 O O i o O d 0) (0 ODrO 0 0 0 tO 0. co...... • 0 O PROPOSED..TC...... O O O CO o to 0 d + O 100' VC r0 PI 0 17+65.00 EL = 1053.71 G1=0.40% .....G2 -040% .. 0 O N 00 r7 to O 0 • (() N 1053.61 . i..... 17+90.00 1053.58 18+15.00 EVC • • O -0.40% PROFILE SCALE HORIZ: 1" : 40' VERT: 1" : 4' m O to 0) 100' VC -1S+650Q EL = 1052.91 G1= -0.40% G 2= 0.40 0 4 O O a O O 0 (0 CO O 0 0 O 10 ...: 0 O O O 0 O 0) O l0 O U (1.1 0 O 10 N 0 • 0 O 0 N YC.B. NO 17 1046..09 INV PROPOSED... TC 6" C.F. 0.40% U m N N (.4 39.45' O.C.!. 4 • o 0 4/4=9°86' 0) rO O CO CO M LO 0 O M N NI-; r: U o.: 0..40% ... .. . 13+22.04 PEAR ST. =13+40.50 CORAL LN. 40 260 13 261 262 14 263 264 15 265 16 266 267 17 268 269 18 270 19 20 271 21 22 23 143 144 145 146 CO 147 55 42' MATCH_ 10+48.00 BCR HEET 13 10+48.00 ECR 52.04' 60.00' 60.00' 60.00' 60.00' 60.00' 60.00' 60.00' 47.00' 47.00 10 N © N 60.00' © 60.00' 46.41' 14 •8 P 8' AQ 148 1i4 FL - - 8" S 53.64 7 -17 -Th 23+16.63 PEAR ST =19+43.00 DAYLILLY ST. 149 259 56.00' 9): 12+97.50 BC PR 12.56 12+62.54 BC7.99' MATCH LINE U W 62.00 62.00' 62.00' 62.00' 62.00' 60.00' 60.00' 60.00' 60.00' 60.00' 63.00' 68.36' 108.91' 18+97.67 EC .�� O - to M - 12+62.54 V) 272 273 274 275 276 277 278 279 280 281 19+71.04 PEAR STREET 10+00.00 MYRTLE LANE INT. 282 ( STA.) 285 283 284 SEE SHEET 13 CORAL LANE 40 80 120 GRAPHIC SCALE CURB/CENTERLINE DATA ® DELTA/BRG RADIUS LENGTH TANGENT REMARKS 1 90°00'00" 43.00' 67.54' 43.00' CENTERLINE 2 0= 90°25'00" 25.00' 39.45' 25.18' RT. CURB 3 90°00'00" 25.00' 39.27' 25.00' CURB RETURN 4 0= 132°10'04' 58.00' 133.79' 130.79' LT. CURB 5 18°11'42" 62.00' 19.69' 9.93' LT. CURB 6 A= 90°25'00" 45.00' 71.01' 45.33' CENTERLINE 7 23°33'23" 62.00' 25.49' 12.93' LT. CURB 8 90°00'00" 30.00' 47.12' 30.00' CURB RETURN 9 90°00'00" 30.00' 47.12' 30.00' CURB RETURN 10 23°33'23" 62.00' 25.49' 12.93' LT. CURB 11 137°06'47" 58.00' 138.80' 147.67' LT. CURB 12 23°33'23" 62.00' 25.49' 12.93' LT. CURB 13 N00°3100W 554.51' RT. CURB ®AYLILLY ST MATCHLINE - STA. 18+73.30 SEE S�-IEE1T 12 150 411, 4111111•11t CONSTRUCTION NOTES M O CONSTRUCT S" MIN. A.C. OVER 12" OF 95% COMPACTED NATIVE SOIL. (SEE GENERAL NOTES 27 & 28) CONSTRUCT 6" CURB AND GUTTER PER CITY OF FONTANA STD. DETAIL 1003 ® CONSTRUCT 5' WIDE CONCRETE SIDEWALK PER C.O.F. STD. 1015 CONSTRUCT RAMPED CURB RETURN PER CITY OF FONTANA STD NO. 1006 O TRANSITION FROM 6" TO 8" PCC CURB 50 RT SCALE: 1"=40' RECORD DRAW! ' G ENGINEER: pcz (SIGNATURE) (DATE) DIAL BEFORE YOU DIG TWO WORKING I /DAYS BEFORE YOU DIG , TOLL FREE "1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. REVISION DESCRIPTION RECORD. DRAWING DATE ENGR. CITY DATE N(Gt4 BENCH MARK: EL = 1077.40 CHISELED BOX IN EASTERLY TOP CURB, TAMARIND AVE.; 60' SOUTH OF TAMARIND CT., 500' SOUTH OF 'SLOVER BASIS OF BEARINGS: THE BEARINGS HEREON ARE BASED ON THE CENTERLINE OF JURUPA AVENUE SHOWN AS NORTH 89°03'21" EAST PER PARCEL MAP NO. -12195, P.M.B.158/28-40; FOR THE PURPOSE OF THIS MAP, SAID BEARING HAD BEEN ROTATED CLOCKWISE 0°00'39" TO NORTH 89°04'00" EAST. SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER, MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM'INTO CONFORMANCE WITH CONDITIONS ANDSTANDARDSIN EFFECT. 'ROVESS/0y No.43090 Exp. 3/31/04 CIV O- OF cp�-� 1 ■ ■ ■ CONSULTING PREP eREI4UND ,.R T�1E•iJT'ERVISION OF: PLANNING ■ DESIGN • CONSTRUCTION 27555 YNEZ ROAD, SUITE 400 TEMECULA, CALIFORNIA 92591-4679 909.676.8042 • FAX 909.676.7240 • www.RBF.com DATE: /7- MICHAEL A. TY MAN/ RCE NO. 43090 EXP. 3-31-04 1 451 CITY OF FONTANA, CALIFORNIA STREET IMPROVEMENT PLANS FOR TRACT 16074 DRAWN BY: ORR PEAR STREET DESIGNED BY: ORR CHEC 7.67 MAT 'AL LANE TO ILL ✓ S REET E 0 0 0 0 0 N o. 10 0 1 i W W SCALE: AS SHOWN JOB NUMBER o 15-100187 DRAWNG Na 2902