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HomeMy WebLinkAbout3024-3=i JI d H �I rn co c0 N 00 mOC0UNDERWOOD DRIVE Nco 00 = + 0 c� C�3 X21+58. E 00) wl klk^�cwllc i 10+00.00 SILK STREET INTERSECTION Io 00 co SEE WING %R NUM13ERA2902 FOR TR. 16074 FUTURE DE1/ELOPMENT to STORM DRAIN LINE 'C' S PLAN AND ROFILE 504. 11 A N 2 N 11 12 NOO'56'00"W 13 - 14 15 � - - f - 588.45 � - co3 I- 4 V) Az 8" WATER 0 8WArr-,z To 0E: A13AN0orJE0 Sy OTHEKS . PROPOSED SCHOOL 384^ SILK STREET SCALE: 1 "=40' pRopoSEp IMpR.oVF'MENT-6 PEK -T-"r--r 1 &,497 -Z 5TlZFET• PLAn15 DOG. NO. 35'Zo. q INTERSECTION 16+26.45 SILK ST. =16+07.14 TORREYPINE ST 16+52. EC rn 8 m LO .0- � ` .\ 52 Cq 62 '� RC ao M 1612L.61 TORREYPIN ST. MATCHLINE SEE RIGHT O(ZEMoVE G�CL)go, GvTTFFz 4-5I DEWA",C qO Remove_ 6.5'/ MIN. /1.c, to RF_..rmovF s-me=6r LIGHTS 1O CONSTRUCT 6.5" MIN. A.C. OVER 12" OF 95% COMPACTED NATIVE SOIL. (SEE GENERAL NOTES 31 k 32) 20 CONSTRUCT 6" CURB AND GUTTER PER CITY OF FONTANA STD. DETAIL 1003 ® CONSTRUCT 5' WIDE CONCRETE SIDEWALK PER C.O.F. STD. 1015 5O CONSTRUCT RAMPED CURB RETURN PER CITY OF FONTANA STD. NO. 1006 © CONSTRUCT CROSS GUTTER (W=10') PER CITY OF FONTANA STD. 104 REV. REVISION DESCRIPTION DATE ENGR. CITY DATE BENCH MARK: BASIS OF BEARINGS: NGS: � O SHOULD CONSTRUCTION of THE REQUIRED 2 RECORD DRAWING /4 THE BEARINGS HEREON ARE remove SRO, &U -MERE EL = 1077.40 BASED ON THE CENTERLINE IMPROVEMENTS NOT COMMENCE WITHIN TWO OF JURUPA AVENUE SHOWN YEARS OF THE DATE OF APPROVAL SHOWN 51DawALK ,A,C, FAv6mej7- CHISELED BOX IN AS NORTH 89'03'21" EAST HEREON AND CARRIED FORTH IN A PER PARCEL MAP N0. 40 0 40 80 120 DIAL TWO W❑RKING d- STItEE7' LK�1-Fi-5 EASTERLY TOP CURB, PER PARCEL MAP N . DILIGENT MANNER, THE CITY ENGINEER r-iBEFORE DAYS BEF❑RE TAMARIND AVE.; 60' FOR THE PURPOSE OF THIS MAY REQUIRE REVISIONS TO THE PLANS TO YOU DIG YOU DIG SOUTH OF TAMARIND CT., MAP, SAID BEARING HAD BRING THEM INTO CONFORMANCE WITH GRAPHIC SCALE 500' SOUTH OF SLOVER BEEN ROTATED CLOCKWISE TOLL FREE 1-800-227-2600 0.00'39" TO NORTH CONDITIONS AND STANDARDS IN EFFECT. A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 89'04'00" EAST. Q�pFESS/0' sk cm Lu No. 63494 T' Exp. Sept. 30, 2006 OF IV11-,`�����b CN W LL J J = W H Lu ca U U W m M SUMAC , COURT z i 169 30' 1 3 co id SEE FUTURE , 18 S28 1 TREET TRACT 16074L a IMPR. PLAN co 1� S�ar� T 1-n+� n RECORD ENGINEER: = 10+00.00 SUM INTERSECTION PROPOSED SCHOOL 384 TORREYPINE STREET (DATE n J Q U N _ PLANNING ■ DESIGN ■ CONSTRUCTION CITY OF FONTANA, CALIFORNIA Q%oFESSIpH'l © Q STREET IMPROVEMENT PLANS FOR O A. jrl` 27555 YNEZ ROAD, SUITE 400 TRACT 16074 (PHASE 2) �y z TEMIECULA, CALIFORNIA 92591-4679 DRAWN BY: SILK STREET TORREYPINE 3T SCALE: W N0.43090 CONSULTING .676.8042 ■ FAX 909.676.7240 ■ www.RBF.com A S S H 0 WN Exp. 3/31/04 DESIGNED BY: UNDERWOOD DRIVE TO SILK STREET TO JOB NUMBER CI y F\. ��� PREPARED DER TH SU VISION OF: YPINE STREE 1 EAST OF SUMAC COURT 15-100187 �lF Eos b/ MCH APPROVED BY DRAWING N0.d&sj 3 OF CA�� DATE: (( 7 CHECKED BY j��Kls/ 2Ce4 MICHAEL A. TY AN E NO. 43090 EXP. 3-31-04 R[" MAT I DATE: 4 0 0 C� 0 M 0 0 U) r- 00 N CURB CENTERLINE DATA DELTA BRG RADIUS LENGTH TANGENT REMARK 1 A 18°11'42" 62.00' 19.69 9.93' LT. CURB 2 n 126 23 23' 58.00 127.94 114.79 3 A 18°11'42 62.00 19.69 9.93 19 99 4 A-- 90°00'00" 25.00 39.27 25.00 RT. CURB 5 A= 90 00'00 45.00 70.69 45.00 CENTERLINE 6 v 90600'00" 25.00 39.27 25.00 CURB RETURN 7 90000'00" 25.00 39.27 25.00 _ PLANNING ■ DESIGN ■ CONSTRUCTION CITY OF FONTANA, CALIFORNIA Q%oFESSIpH'l © Q STREET IMPROVEMENT PLANS FOR O A. jrl` 27555 YNEZ ROAD, SUITE 400 TRACT 16074 (PHASE 2) �y z TEMIECULA, CALIFORNIA 92591-4679 DRAWN BY: SILK STREET TORREYPINE 3T SCALE: W N0.43090 CONSULTING .676.8042 ■ FAX 909.676.7240 ■ www.RBF.com A S S H 0 WN Exp. 3/31/04 DESIGNED BY: UNDERWOOD DRIVE TO SILK STREET TO JOB NUMBER CI y F\. ��� PREPARED DER TH SU VISION OF: YPINE STREE 1 EAST OF SUMAC COURT 15-100187 �lF Eos b/ MCH APPROVED BY DRAWING N0.d&sj 3 OF CA�� DATE: (( 7 CHECKED BY j��Kls/ 2Ce4 MICHAEL A. TY AN E NO. 43090 EXP. 3-31-04 R[" MAT I DATE: 4 0 0 C� 0 M 0 0 U) r- 00 N