Loading...
HomeMy WebLinkAbout5159-6N E f/7 W� Q 0 N a� E 0 ow c c z of UI rnl EAST 66' R 54' �46.84' 12'_! 13.07 - I CI lT IDC 1 ( NSA STA 24+00.00 NOT TO SCALE LosI ^ 1 c Q 6, EAST R/W 66' 54' 12' 91 13.16' 1 U 1.40' 2' 1' I Uzi' I ^I rn ^ 1 g ' 1 Ln 0 6' 0.5' 240X ) °i $ v� -------- -- FI 6 5 I STA 23+510,00 NOT TO SCALE EAST R 66' /W 54' , 12' o REVISION DESCRIPTION DATE 12.82' DATE l U 1.39' 2' 1' N �+- a W OI M 10i 0i 1.90X) coo coo ..., -1.65X STA 23+OQ00 NOT TO SCALE EAST R/W z_ 66' -' 54' 12' ft 1 12.76' 1 U 1,46' 2' 1' N ^ '01 (^o to U ►- N O O Q N 1 00 n6 c6 1 coo 6' O.5' (-G1 M 1.48X) �� m r---------- -1.13X"� i 6 5 i© STA 22#%00 NOT TO SCALE EAST R/W z 66' -' 5--d 4' 12' z 1 o, 12.67' 1 1.53' Z' 1' I vl ^ W Uzi' U 1 1 ^00 f� U 1- P' t� C16 1 C6 to 1 N 6' 0.5' �O cp tC of (_0.77X) -1.25X o F I -- 6 5 I I STA 21+W00 NOT TO SCALE TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT EAST W 66' RAW J) r54' 12' Z- 19.8 `i' 1 11.10, 2' 1 FUTURE 1 N CONSTRUCTION E2 I !Z'. J" U 1 1 to Q n 1 I 1 t2 co 6' 0.5' _I (_0.78X) ^ �- -1.28X j I 6 5 STA, 26+50.00 NOT TO SCALE EAST 66' RAW � r 54' 12' 20.65' 1 FO7' 2' 1' FUTURE 1 Q� CONSTRUCTION Ej c 1 r'• 1 10 L 6' Q.5' --- -1.36X ^ 2 SM 16+OQ00 NOT TO SCALE EAST 66' R/W 1 54' 12' 372.9,3r1 1 1.12' 2' 1 ' FUTURE 1 CONSTRUCTION N� �. �; 1 N o I n ui 1 1 6'0.5' O C� -1.50X 6 5 STA 25+5Q00 NOT TO SCALE EAST W 66' R ? I - I 54' 12' z COX 1.16' 2' 1 • FUTURE 1 N CONSTRUCTION .r .F 1 1 6' 0.5' _-189X.a M 6 5 STA 25+00.00 NOT TO SCALE EAST 66' RIW z54' I' -I'12' 1 1.30' 2' 11 FUTURE 1 CONSTRUCTION _ W U 1 � 1 00 w o I Ki "i 1 .h.. (- o•�� -2 22X cV %6 ' 0.5' 1.82X)r-_---- . -- -�-- ---------- . STA 24+50.00 NOT TO SCALE REV. REVISION DESCRIPTION DATE ENGR. DATE CITY > ec-c 'cD lnel YID//V(-, •ZG) SHOULD CONSTRUCTION OF REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CRY ENGINEER MAY REQUIRE REVISIONS TO THE PIANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT EAST W 66' RAW 54' 12, 15.63' 0.66' 2' 1' FUTURE 1 CONSTRUCTION a W U ^ ~ 1 n I Ui � 1 ' 6' 0.5' II6 5 STA 19+00:00 NOT TO SCALE EAST W 66' R/W 54' , , 16.46' --i 12 �1FUTURE 1 0'77' 2' 1' CONSTRUCTION U I r\ cm 6' 0.5' r` -1.12X 1^ --.....1 STA 2&%00 NOT TO SCALE W 66' R w n I , 54' 12, 2, 1' FUTURE 1 0'� CONSTRUCTION li W � 1 OI pOj oOpN 1 cv 1 N 6' 0.5' -_r _ _ (-1.26X) n ----- -1.75X- 6 5 STA 18+OQ00 NOT TO SCALE EAST W. 66' R/IN 54' 12' 18.14' & 1�'�'"�0.8�7' 2' 1'FUTURE CONSTRUCTION1 �I 41' 1 o "r _ _ (-1.75% ----- -1.60% ^ . 6 5 STA 27+5Q00 NOT TO SCALE EAST W 66' RAW z ( , 54' 12, 18.97' 1 1.05' Z' 1' FUTURE CONSTRUCTION ^ ^ o I 1 c c 6' 0.5' N. n n 50X) -1.58X % •- ---- PREPARED FOR: PACIFIC INDUSTRIAL 6272 E. PACIFIC COAST HIGHWAY, STE. E LONG BEACH, CA 90803 STA 27+M00 NOT TO SCALE BENCHMARK BRASS CAP IN THE CONCRETE BASE OF THE SOUTH LEG OF AN SCE TOWER 343' NORTH OF HIGHLAND, 0.2 MI WEST OF SAN SEVAINE RD., 2.65 MI WEST OF SIERRA AVE. ELEVATI N 1428609 BASIS OF BEARINGS: THE BASIS OF BEARINGS ARE BASED ON THE CENTERLINE OF SUMMIT AVENUE AS SHOWN ON RECORD OF SURVEY, RECORDED IN BOOK 35, PAGE 9. BEING: N 89'30'06" E EAST R/W = I , 54' 12, 13.95' &' 2' 1' FUTURE 1 0.41 CONSTRUCTION cn I "• 00 Of I r --�( 2.30X) ------ -2.00% 11 6 5 STA 30000.00 NOT TO SCALE EAST W 66' RAW = I , 54' 12, 14.79' 0.59' 2D 1 FUTURE 1 CONSTRUCTION ^ ^ W U 1 I O N �-- 0 0 ►,� 1 ^ ^ 1 v 6' 0.5' N. ---- r -1.53% 1 ------ -- i . 6 5 STA 29+5x00 NOT TO SCALE Prepared By: ALLARD ENGINEERING Civil Engineering - Land Surveying - Land Planning 16866 Seville Avenue Fontana, California 92335 (9 ) 356-1815 Fax (9 0-9/) -1795 JE `n Raynfond J. A ard, A.C.E. 36052 Date (expires 6/30/2016) CONSTRt CWN NOTES Oi -- CONSTRUCT AC PAVEMENT (MIN) OVER �" OF 95X COMPACTED NATIVE SOIL (SEE GENERAL NOTE 31 & 32) PER SOILS REPORT 4 CONSTRUCT MODIFIED PCC DRIVE APPROACH PER CITY STD. PLAN N0. 1002, W=66' 5 SAWCUT 5A REMOVE EXISTING AC PAVEMENT 6 GRIND EXIST. AC PAVEMENT (MIN. 0.1') AND OVERLAY (MIN. 0.1) 10 INSTALL 8" AC DIKE PER CITY STD. PLAN NO. 1007 AND OVERLAY (MIN. 0.1' THICKNESS) TYP" PAVEMENT )m DET N.T.S. D Q 2FESS/�� Z) �p J. q q! << F � 9?� ti� DRAWN BY: No. 36052 m HMG Exp. 6/30/1s DESIGNED BY: HMG CiVIL \P RECORD DRAWING THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS. THE DESIGN PROFESSIONAL HAS NOT VERIFIED THE ACCURACY AND/OR COMPLETENESS OF THIS INFORMATION AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH AY BE INCORPORATED REIN AS A RESULT. a,t-,117 DATE CITY OF FONTANA, CALIFORNIA STREET IMPROVEMENT PIAN CALECROSS SECTIONS S AS NOTED SIERRA,AVENUE DATE: September, 2014 AT011 F E' CHECKED BY. 'ROV BY: DRAWING NO.: 6 OF CAS\ RJA DATE: el. Age. 5159 CITY ENGINEER R.C.E. 51152 6 Filename: C:\Users\admin\Dropbox\HDM-AE\Pacific Industria!\DWG's\FlNAL DESIGN\STREETS\CROSS SECTIONS\SHEET 6.dwg