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HomeMy WebLinkAbout5159-50 0 a A-Im z 66' RAN Z 54' 12' 3 I 23.53' 2' 1s 1 WI ^ I I ^ V �' 4 1 v> 1 Q ^ 1 n 06DWY 1 oNi of I -1.77X `� � 8 --� ------ ---- .. 1 6 5 EAST Uj 66' R/W Z I 54' 12' 19.20' 1 Nv 1.35' 2' 1' ti ^ a 1 N ^ 6-'- 0-.5' _ (-1.95X) °8 7 ------ -2.13X 1 6 5® STA 16050,00 EAST R/W 54' 66' 12' 15.60' � U 2' 1' I 6' 0.5' _ ----- -1.72% 1 �- 6 - 5 �� I STA19000,00 NOT TO SCALE EAST 66' 54' 12'R 12.66' UI 2' 1' I W U 1 .- ' rn 0.5' 1.28X) `o co os --- __ -1.78% 6 5 _____ - STA 21450.00 NOT TO SCALE EAST EAST R/W R EAST EAST r AW 54' 66 12' =1r--- 66' _ r 66' ' RAWz 66 R 54 12 � I 54 12 54 12 o 24.17 v 0.71' 2' 1' I &, ' 20.27 r I o I 16.53 1, 12.82' �-- +- Uzi, I U 0.97 2 1 cz, 2' 1'U 1.37' 2' 1' E 'E I tN E I � ^ -92 ^m O 0 U-) ^ � Mc d -R-6 - �71 -- 0500 0.5' ^ is 05S $ co2% -2.54X) ri 2 ' -2.01X 1.9 1.69X) M -2.17X 2I0X------- _ 1.X -1.529 -- ------ 66 5 1 SF-I - 5 STA 1>50.00 STA 16000,00 STA 18+S000 STA 21400,.00 NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE EAST EAST EAST R/I EAST 66' _ -- 66' R a 66' R i 66' R CONMUMN NOTES z I 54 12 54' 12' _' 54, , , 3 r 1 z l 12 54 12 24.24 3 r ( z • of r 1 0 1 O1 20.66 1 I 16.65 1 3 I 13.39' CONSTRUCT 7 3/4 PAVEMENT (MIN) OVER 12" OF 95X COMN'ACTED NATIVE SOIL 0.76 2 1 I °; 1.20' 2' 1' c0 1.38' 2' 1' � 1.36' 2' 1' (SEE GENERAL NOTE 31 & 32) PER SOILS REPT '; '� �" 1 s _ �; �, I a a I 4 CONSTRUCT MODIFIED PCC DRIVE APPROACH PER CITY STD. PLAN NO. 1002, W=66' O) ^ U E I W ti W N ap ap Q ^ I goo 1 ~ 1 °' I ^ � C� �- i 1 i � � t•- I 5 SAWCUT Aw h^i I , , .r ca N ( o> oo I 1 to ^ I - ^ ^ 1 c�i 6 0.5 �' I � o; "' "� v' ' 1 0 "'• 6' 0.5' os N �+ 6 0.5 � REMOVE EXISTING AC PAVEMENT .84%)lI. ^ ^ v, co 00 ^ I-- ----- i$ (-�--�-- I vi 12 c�; - -7 2% 1 (-1.56X " ^ :� as cOo 6 GRIND EXIST. PAVEMENT (MIN. 0.1' AND OVERLAY MIN. 0.1' �'------ -2.12X r --) -----) -1. `o 1 r -_ (_2.22.$) ^ 2% 1 'r--- (.1.s9X) ( ) ( ) ----- --I` 89X co I _ -2.33% �- --- -1. ^ ----- --I- �' 55X 6 5 I ( r 6 5 I I r 0` 6 ^5 � I I 6 5 I STA 13000.00 STA 15050.00 STA 1800.00 STA 2005M NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALEI EAST R/W 66' 12, 24.33' 0.72' 2' 1' ~p M co M P11 N. 0 ^ 6' 0.5' `.-__ (_2.32X) 2% 1 -1.82X F I -------- -- 5 6 5 STA 1205Q00 NOT TO SCALE EAST 66, RT 54' 12' 21.65' 1 owl � 0.82 2, 1 I co j o Q p 1 Pol 00 006' 0.5' c^o __------� 8X 1 - "�- 1 5 STA 1500.00 NOT TO SCALE EAST R 66' /W 54' 12' &, 17.17' i U 1.33' 2' 1' I 60 Of ~ 1 *-2.92%)1 2% 1 -2.53X ^ 6 5© STA 17050,00 NOT TO SCALE EAST R z � 66' AN 54' 12' &, 13.78' 1 U 1.32' 2' 1' I NI I T U '? M °o$ a ao 1 ' 9 9 1 ^ g 6' 0.5' r-- (-2.91%)l_2 $ �2% 1 6 7� 5 STA 20400,00 NOT TO SCALE I --- GRIND EXIST. A.C. PAV"EXENr- ,'MIN. 0.1' THICKNESS) A. A -M AC PAYE AND OVERLAY (MIN. 0.1' THICKNESS) T1 R" PAVE WU )IM L Ti4 N.T.S. EAST EAST R RAW ER4ST EAST z 66 z 68' W % ,R/W z z 66 -' 54' 12' -' ►'- 54' 12' -' 66 S4' 12' = 54' 12' 24.86' 1 v 2' 1' 1 122.47 1 I 18.00' I I 13.74' 1 U 0.79 2 1 0U 1.33' 2' 1' 1.30' 2' 1' RECORd� al�Al�/IN� . I Q~ 1 W 4 I W THESE RECORD DRAWINGS HAVE coo I an N 1 1 , ,n �' I �- I i 1 B BE EN PREFAB 6, - 0 0 0 ( 1 N .M ^ ASED ON INFORMATION PROVID OTHF-PS. 01 00 Go i 1 I .� I �eBY : TIaE o^ 6' 0.5' ►� I I coo �,,� I ►•� co o co co N Q DESIGN PROFF`SSlnN.w HAS NOT 1 -; rNi ri I ko N r r cOo co c^^o 1 w DWY ( °� °� c°g 1 r i 6 0.5 I 1 vi 6 0.5 AND f OR ' I OF THIS I d 0I ,J -a � LJN AND SHALL �_---_� -1.99X ^ ? I .•.,r__%193X) -2. 1 ��__(_1.60X) _ °$ 96 1 I ---(-2.66X) N',�' FOR ANY ERRORS OR OMISSIONS ------ - I OOX 8% - 1.94X ^ ---- - --- -2. ^ WHIC �' - 31X N MAY BE INCORPORATED HE EIN A � - S A RESULT 6 5 I( 6 5 I � -- __ ------ -- Q ® 6 5 I 6 5 I 1-A STA TO SCALE 0 STA 1405.00 STA 17000,00 STA 19050.00 NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE 0REV. REVISION DESCRIPTION DATE ENGR. DATE CITY BENCHMARIG Prepared By: O SHOULD CONSTRUCTION OF REQUIRED BRASS CAP IN THE CONCRETE BASE OF THE SOUTH RpF`�SSi CITY OF FONTAN,� CLFORNIA IMPROVEMENTS NOT CQWAENCE WITHIN PREPARED FOR: LEG OF AN SCE TOWER 343' NORTH OF HIGHLAND, ALLARD ENGINEERINGq�"'�l STREET IMIrIlOVUrt[NT PLAN TWO YEARS OF THE DATE OF APPROVAL 0.2 M( WEST OF SAN SEVAINE RD., 2.65 MI WEST Q- �, Ll F PACIFIC OF SIERRA AVE. Civil Engineering - Land Surveying - Land Planning�� G� DRAWN BY: �pSHOWN HEREON AND CARRIED FORTH INA nuer� o -� SCALE: DIAL TWG WORKING DILIGENT MANNER, THE CITY ENGINEER MAY gEYATIO� 1428609 Fontana, Califnrnia6 Seville Ye92335 W m HMG �.1�055 SECTIONS INDUSTRIAL No. 36052 m AS NOTED BEFORE ,�, DAYS BEFORE REQUIRE REVISIONS TO THE PLANS TO BASIS OF BEARINGS: (909) 356- 615 Fax (909) 365-1795 Exp. 6/30/16 DESIGNED BY: SIERRA AVENUE DATE: YOU DIG YOU DIG 6272 E. PACIFIC COAST HIGHWAY, STE. E THE BASIS OF BEARINGS ARE BASED ON THE HMG September, 2014 BRING THEM INTO CONH� WITH CENTERLINE OF SUMMIT AVENUE AS SHOWN ON RECORD C I v i \ `P APPROVED BY TOLL FREE 1-800-227-2600 LONG BEACH, CA 90803 -lee '% q� �' CHECKED BY: DRAWING NO.: A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT CONDITIONS AND STANDARDS IN EFFECT OF SURVEY, RECORDED IN BOOK 35, PAGE 9. BEING: A mond . Allard, A.C.E. 36052 Date OF Cg1.\E-?ATE.5 I E M D DkA W1A1r7 N 89'30'06" E (expires 6/3012016) RJA j5159 CITY ENGINE R.C.E. 51152 6 Filename: C:\Users\admin\Dropbox\HDM-AE\Pacific Industrial\DWG'S\FINAL DESIGN\ STREETS\ CROSS SECTIONS\SHEET 5.dwg