Loading...
HomeMy WebLinkAbout1688-6STA 29+59.08 N42.30'22"W (RAD.) STA 6+12.62 LAURAMORE C.L. INT. + 7+00 8+00 9+00 10+00 11 +00 12+00 13+00 14+00 LINCOLN Loop ROA s 10, 01 0x0, // 5� SOP �°��•% 41 30 Qj P A� _ O �i N Ire 81 F. 00 64 22 F �• / %/ 1265.98 T.C. �- Q� / 1265 4 r A J - 1 /iL I � y E • LINCOLN Loop ROgfl - . 8 F.L. 1265.66 T.C. 7 1265. 41.57' 54. 6 ' 2 O STA 06+38.53 E.C.R. JOIN EXIST. C� & G STA 29+36.78 B.C.R. N73'48'06" E (RAD) STA 30+15.55 B.C.R. N67.21'16'E RAD. E• STA 06+72.44 E.C.R. N43'51'11 W RAD. JOIN EXIST. C & 29 O 11.2 45. 74' we] / \ (267.59 T.C. B 1267.09 F.L. TANGENT COMMENTS A 03' ' 14' 2527.00' 1 7.59 T.C. 6 1267.09 F.L. B 04.23'03" 2545.00' 194.74' 54.-6-21 51. 17' O v 3.30' 33 U ^ 34 o in + N 00�) 0U-) 85.04' Q c° v) z 0 DELTA RADIUS LENGTH TANGENT COMMENTS A 03' ' 14' 2527.00' 133.96' 6 N. CUR B 04.23'03" 2545.00' 194.74' 97.42' C.L. C 03'48'03" 2563.00' 170.02' 85.04' S. CURB D 1 1' 17'06 1737.00' 342.12' 171.62' 1271.87 1271.37 F•L• E 13.17'25" 1755.00' 407.09' 204.46' F 11'22'28" 1773.00' 351.98' 176.57' G 37.53'03 62.00' 40.99' 21.28' H 253.43'04" 38.00' 168.27' 1 ---- 1 35'55'23" 62.00' 38.87' 1 20.10' 3 STA 11+53.02 P.C.C. N58.10'31"W (RAD) 2 6 /25 24 � � O O 57.78' .78' 57.78' 57. 78' D bo� 10 - g• _ � - F Ln a� � o � 0 35 �n O 36 O 37 LAURAMORE COURT -45' O O 39 STA 11+55.76 P.R.C. N58' 15'53" W (RAD) STA 12+14.44 N60'10'50'W (RAD.) RAD. PT. z 21 7 z 6/• X6.44' O �Z 41 Z o -A 0 2� 2 O 00 'n CONI. P471 S AC-,g/%� L�P�D DWG. LC_6 2 24 CONSTRUCTION NOTES 1D-- CONSTRUCT 6" CURB AND GUTTER. 2�-- CONSTRUCT RESIDENTIAL DRIVEWAY W=16'. 3�- CONSTRUCT CONCRETE SIDEWALK. �- CONSTRUCT 3" A.C. OVER 12" COMPACTED NATIVE. a- CONSTRUCT CROSS GUTTER. 6a- CONSTRUCT WHEELCHAIR RAMP. 7 CONSTRUCT 6" TO 8" CURB TRANSITION PER DETAIL SHEET 9 OF 9 , TOTAL LENGTH=162.28' BO-- CONSTRUCT SIDEWALK DRAIN SEE SHEET 9. (DETAIL SHEET) a-0 SINGLE 5,800 HPS STREET LIGHT. Lc • /��� ter\ \ 11 \ \ s• .9f III _ \\\\ _/ .: V Iry \\ \\ (0 4 ,\ 22 Q- 21 �OQ�OFESSIDNAI xx C. H o c, .., 26229 Exp. •' ,* 4, 40' 0' 40' 80' 120' GRAPHIC SCALE: 1"=40' CITY,., -GF FONTANA, CALIFORNIA PUBLIC WORKS DEPARTMENT DRAWN BY STREET IMPROVEMENT PLANS SCALE: - 1---- -- • R.W. HORIZ.: 1"=40' 3170 REDHILL AVENUE COSTA MESA, CA 92626-3428 (714) 641-8777 DESIGNED BY LAURAMORE COURT VERT. : 1"=4' CIVIL ENGINEERING LAND PLANNING � �►P�tD� SURVEYING M. M. CHECKED BY TRACT 13136-1 DATE: PREPARED UNDER THE SUPERVISION OF: J.C.H.+ / Y&1,0 FAciL.ITY '04TQ PF4 AWG. LC- / 9/14042X,�� ` 8� JOB NO. _ �� G y DR. NO. SHT. NO. REVISIONS x . AFN R'S. DATE CITY DATE JOH C. HOGAN .E. 26229 T 3825.136 APPROVED _ �� �$ 6 OF 9 OV L APPROVAL DATE: INTERIM CITY ENGINEER R.C.E. 25126 6 2 6', 2 � 2 2 CPn 0 23 18,OA , �g• 32 O 17.43' 6„ 40-61 •S 1271.x4 t.c. G 1 1271.34 F.L.5$ 4 1 1 T.C. I N3�RAD i 1271.87 1271.37 F•L• 1272.231 r1271.731 G' G.F. 28. 04' _ 29 .96 O 39 STA 11+55.76 P.R.C. N58' 15'53" W (RAD) STA 12+14.44 N60'10'50'W (RAD.) RAD. PT. z 21 7 z 6/• X6.44' O �Z 41 Z o -A 0 2� 2 O 00 'n CONI. P471 S AC-,g/%� L�P�D DWG. LC_6 2 24 CONSTRUCTION NOTES 1D-- CONSTRUCT 6" CURB AND GUTTER. 2�-- CONSTRUCT RESIDENTIAL DRIVEWAY W=16'. 3�- CONSTRUCT CONCRETE SIDEWALK. �- CONSTRUCT 3" A.C. OVER 12" COMPACTED NATIVE. a- CONSTRUCT CROSS GUTTER. 6a- CONSTRUCT WHEELCHAIR RAMP. 7 CONSTRUCT 6" TO 8" CURB TRANSITION PER DETAIL SHEET 9 OF 9 , TOTAL LENGTH=162.28' BO-- CONSTRUCT SIDEWALK DRAIN SEE SHEET 9. (DETAIL SHEET) a-0 SINGLE 5,800 HPS STREET LIGHT. Lc • /��� ter\ \ 11 \ \ s• .9f III _ \\\\ _/ .: V Iry \\ \\ (0 4 ,\ 22 Q- 21 �OQ�OFESSIDNAI xx C. H o c, .., 26229 Exp. •' ,* 4, 40' 0' 40' 80' 120' GRAPHIC SCALE: 1"=40' CITY,., -GF FONTANA, CALIFORNIA PUBLIC WORKS DEPARTMENT DRAWN BY STREET IMPROVEMENT PLANS SCALE: - 1---- -- • R.W. HORIZ.: 1"=40' 3170 REDHILL AVENUE COSTA MESA, CA 92626-3428 (714) 641-8777 DESIGNED BY LAURAMORE COURT VERT. : 1"=4' CIVIL ENGINEERING LAND PLANNING � �►P�tD� SURVEYING M. M. CHECKED BY TRACT 13136-1 DATE: PREPARED UNDER THE SUPERVISION OF: J.C.H.+ / Y&1,0 FAciL.ITY '04TQ PF4 AWG. LC- / 9/14042X,�� ` 8� JOB NO. _ �� G y DR. NO. SHT. NO. REVISIONS x . AFN R'S. DATE CITY DATE JOH C. HOGAN .E. 26229 T 3825.136 APPROVED _ �� �$ 6 OF 9 OV L APPROVAL DATE: INTERIM CITY ENGINEER R.C.E. 25126 6