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HomeMy WebLinkAbout4293-6©K \11 IN V SAWCUT, REMOVE, do REPLACE A.C. PAVEMENT WITH LIKE KIND 1' MINIMUM EXISTING SIGN TO BE RELOCATED 10 REMOVE EXISTING CURB AND GUTTER 11 EXISTING POLE WITH STREET LIGHT TO BE RELOCATED BY SCE 13 EXISTING UTILITY BOX TO BE RELOCATED OR ADJUSTED 15 PROTECT IN PLACE 16 CONSTRUCT COMMERCIAL DRIVEWAY APPROACH PER CITY STD. PLAN NO. 1002 (MAINTAIN FULL CURB HEIGHT) 18 INSTALL HANDICAP SIGN do POST PER ADA REQUIREMENTS RIGHT OF WAY / LINE / CURVE DATA NO. A DELTA RADIUS LENGTH TANGENT Q N72 -23'03"E — 8.04' — 02 N59 -21'47"W — 49.48' — ❑3 N17 -36'57"W — 9.01' — ® N75 -38'14"E — 6.36' — Q N59 -21-46"W — 49.41' — © N14 -21-46"W — 6.36' — ' 0 C4 W �! X - W W U' W SEE 7 F�„� _ rn RB N } j CUDETAL W z — — — cn CJt Q f' a X X X V ! -1' v C4 C4 X `i X J I (P O 8 1 z W W _ T , ox 0 �x X x Z w 1 —(- —a I X J 'v W W 0 WX C o W u, W W 2 - - e -- -- CP Ln 1305.48 fV -56106 CURB CURVE DATA NO. A DELTA RADIUS LENGTH TANGENT Q 93'128'39" 6.50' 10.59' 6.89' Q 86'41'21" 6.50' 9.83' 6.13' Q 89'59'59" 6.50' 10.21' 6.50' Q 90'00101" 6.50' 10.21' 6.50' 6 S 0 30 1"= 30' ti I _ I X W W I V J J w J aXV1X �� �•RI" r• N i CA 16 1 1? 4P C4 R/W C4 /rr�, X �x 7 J • C I• . 1Ua _ \ X 2 — Iv g —---- ---- --- ------------- — -- -�— — — Cq 0 Ln X °' �_ `� A4 _ 2 LINE OF� 2 / 15 (14+00 CA b4i p \ Ca 9 C7 X X 5 10 W �� ❑�C ------ o > �� c -------- — ----- iv X = ) C z o No X U iM 1✓ORD DRAWS"N� c� o_F Xfhe information on this drawing is obtained from others and must be verified in the field by anyone prior to use or construction. HALL & FOREMAN, INC. is not responsible for underground facility locations or depictions. Ail above ground facilities can be readily seen and verified by the parties that intend to use same. BENCH MARK FWE 1 : USCGSA STATION •-PACEL" 1963.90'± ELY. OF RAILROAD TRACKS AND 28'± SLY. OF CL BASELINE. 1.1 MI. ELY. OF EAST AVENUE. SAME AS CITY B.M. #364 ELEVATION 1301.54' BASIS OF BEARINGS: THE CENTERLINE OF BASELINE AVE. SHOWN AS N89"55'34"W PER TRACT MAP 13596 MB 212/ 99-105. v p 0 DIAL TWO WORKING BEFORE DAYS BEFORE YOU DIG YOU DIG TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT W 15+00 W 16+60 W v GUIR VENUE WDID No. 8 36C337238 REV. REVISION DESCRIPTION DATE I ENGR. I CITY I DATE 'rEGo>✓T> DR•AI. l ('1081091 1 c1MC' 14./14 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 AND STANDARDS IN EFFECT. C'j\^ — 17+ K' ,rnC W i�� — C i —T i 1T ?-2�0 THFy, q�F f2 _j No.62794 z Z:1 Exp. 0 0 m s�T CIVi!- ' FpF CAI.\fie` SEAL—ENGINEER ESS/ No. 31681 i * Exp. 12/31 /08 C/VISA! OF CAFE / W It 5 10 cn / W / �D X C4 // XW W W /y 00 W O o� V) _T1 ((I) O = X T W / W / OD X \ �X W RIGHT OF WAY / LINE / CURVE DATA NO. A DELTA RADIUS LENGTH TANGENT N32 -31-30"W — 6.40' — Q 7'48'54" 363.50' 49.58' 24.83' �3 S57 -28'30"W — 5.51' M ® Mill — 6.36' — 50 S26 -17-52"E — 49.44' — © N18 -42'08"E — 11111 1 1? 4P C4 R/W C4 /rr�, X �x 7 J • C I• . 1Ua _ \ X 2 — Iv g —---- ---- --- ------------- — -- -�— — — Cq 0 Ln X °' �_ `� A4 _ 2 LINE OF� 2 / 15 (14+00 CA b4i p \ Ca 9 C7 X X 5 10 W �� ❑�C ------ o > �� c -------- — ----- iv X = ) C z o No X U iM 1✓ORD DRAWS"N� c� o_F Xfhe information on this drawing is obtained from others and must be verified in the field by anyone prior to use or construction. HALL & FOREMAN, INC. is not responsible for underground facility locations or depictions. Ail above ground facilities can be readily seen and verified by the parties that intend to use same. BENCH MARK FWE 1 : USCGSA STATION •-PACEL" 1963.90'± ELY. OF RAILROAD TRACKS AND 28'± SLY. OF CL BASELINE. 1.1 MI. ELY. OF EAST AVENUE. SAME AS CITY B.M. #364 ELEVATION 1301.54' BASIS OF BEARINGS: THE CENTERLINE OF BASELINE AVE. SHOWN AS N89"55'34"W PER TRACT MAP 13596 MB 212/ 99-105. v p 0 DIAL TWO WORKING BEFORE DAYS BEFORE YOU DIG YOU DIG TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT W 15+00 W 16+60 W v GUIR VENUE WDID No. 8 36C337238 REV. REVISION DESCRIPTION DATE I ENGR. I CITY I DATE 'rEGo>✓T> DR•AI. l ('1081091 1 c1MC' 14./14 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 AND STANDARDS IN EFFECT. C'j\^ — 17+ K' ,rnC W i�� — C i —T i 1T ?-2�0 THFy, q�F f2 _j No.62794 z Z:1 Exp. 0 0 m s�T CIVi!- ' FpF CAI.\fie` SEAL—ENGINEER ESS/ No. 31681 i * Exp. 12/31 /08 C/VISA! OF CAFE / W It 5 10 cn / W / �D X C4 // XW W W /y 00 W O o� V) _T1 ((I) O = X T W / W / OD X \ �X W RIGHT OF WAY / LINE / CURVE DATA NO. A DELTA RADIUS LENGTH TANGENT N32 -31-30"W — 6.40' — Q 7'48'54" 363.50' 49.58' 24.83' �3 S57 -28'30"W — 5.51' — ® N71 -18'03"W — 6.36' — 50 S26 -17-52"E — 49.44' — © N18 -42'08"E — i P0 Iiiiia Z W x —• 30 0 30 60 CA iiiiiiiiiiiilll!!Siiiiiiiiiiiii v scale 1 "= 30' feet REFERENCE DRAWINGS DRAWING NO. 1551 SHEET 2 OF 6 1551 SHEET 3 OF 6 1551 SHEET 5 OF 6 loci 1665 SHEET 3 OF 8 ME r BO & lbremm, hw. CITY OF FONTANA,_CALIFORNIA EMI 'A Civil Engineering - Planning - Surveying • Public Works STREET IMPROVEMENT PLANS 9130 Anaheim PI. Ste. 120 •Rancho Cucamonga, CA 91730.909-919-7800 DRAWN BY: MT BAR HARBOR ROAD AND SCALE 1"=20' PREPARED UNDER THE SUPERVISION OF: __ DESIGNED BY: -7 MC GUIRE AVENUE DATE: n I MA APRIL 2007 % CHECKED BY: APP 0 BY DRAWING NO.: 6 HAROLD v A MA 4293 CITY EN EER R.C.E. 51152 DATE: 7 M 3 T! N LO N N O 0 w w V) N C` 0 v c O �+ 0 �E d O LO LO N n N Oi O C q -o Lo N N N nj 00 i E -6 v m z� a� a - O 3 ++ 0 J