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Home My WebLink About3571-2WEST R/W 1 EXIST SWK 0.33' EXISTING AC I (El El D STA, 10+38 TO 11+56 STA. 23+21 TO 34+63 STA. 35+54 TO 36+39 TAMARIND AVENUE TYPICAL SEC3ON NOT TO SCALE 60'--- 66' 30'--33' 30'--33' 3 7'- 42' WEST R/W CL Idj 3'__4` , _4 37'._42' 19'- 2 2' 1, 6 2 % 2% 4% EXIST SWK777'rr 0.33' EXISTING AC;_STA.11-4-56 TO 13+55 STA, 16+00 TO 16+60 STA. 22+60 TO 23-F25 TAMARIND AVENUE 'TYPICAL SECTION NOT TO SCALE WEST R/W n 4 *PER PLAN a 7'- 4, 2' m I ' 7 J - 4' ------------ EXIST SWK EAST R/W 4' (10) PCR PLAN* EAST R/W PER PLAN* WEST R/W 45 0,5, 4, *PER PLAN( STA, 13+55 TO 16+00 TAMARIND AVENUE TYPICAL SECTION T TO SCALE EAST R/W 30' -- 3 3' GL 30' _ 33' 37 -m42VARIES 19'-- 2 2' 18'- 20' ,JOIN PROPOSED 0.33' EXISTING AC EXIST SWK GUTTER STA, 16+60 TO 224-45 STA. 344-63 TO 35+54 TAMARIND AVENUE TYPICAL SECTION NOT 'TO SCALE Underground Service Alert SECTION 4216/4217 OF THE GOVERNMENT CODE REQUIRES A DIG ALERT IDENTIFICATION NUMBER BE ISSUED BEFORE A PERMIT TO EXCAVATE WILL BE VALID FOR YOUR DIG ALERT 1,D, NUMBER CALL UNDERGROUND SERVICE ALERT WEST R/W 60' ;+'P' 0 1.' .__ I I 60' m 0.42' EXISTING AC --' m 60' STA, 10+44, TO 14+70 CHERRY AVENUE TYPICAL SECTION NOTTO SCALE 120' m 90,5 5,5 7.5 38'-- Cis VARIES 38-.50 7 5' 5.5' 12E5' 11 12' "'D') V E ARI .-JARIES T STA.14+70 TO 20+25 0.42` EXISTING AC STA, 224-55 TO 25+00 CHERRY AVENUE TYPICAL SECTION NOT 'TO SCALE WEST EAST R/W 120' R/W m 60' 5,5' 7.5' 3 8' __ GDo' 12, 5' 12' 12' 60' lA,4VI'4J 10 44-rJJ CHERRY AVENUE TYPICAL-SSC-ECTION NOT TO ALE 120'--136' 60'__ 76' EAST' R/W . ....... .. STA, 25+00 TO 63+20 0,42' EXISTIN(3' AC CHERRY AVENUE 11YPj1CALSE1CT10_N NOT TO SCALE WEST APPLY REMOVE EXISTING AC AND RECONSTR(.JCT 0.27' AC OVER NATIVE APPLY CONSTRUCT 0,15' AC OVERLAY APPLY COLD MILL EXISTING AC 0,15' AND OVERLAY 0,15' E4.] APPLY PULVERIZE AC PAVEMENT IN PLACE, AND RECONSTRUCT MIXED PULVERIZED BASE T ER SPECIFICATIONS APPLY REMOVE EXISTING AC AND RECONSTRUCT 0,23' AC OVER NATIVE R1W APPLY AD,JUST EXISTING MH COVER TO PROF"OSED GRADE APPLY ADJUST EXISTING VALVE COVER TO PROPOSED GRADE E 8 APPLY' PROTECT IN PLACE 60' CONSTRUCT 8" CURB AND GUTTER PER CITY OF FONTANA STD. PLAN NO, 1003 FURNISH AND INSTALL SIGN AND POST AS SHOWN CONSTRI,JCT SIDEWALK PER CITY OF' FONTANA SID. PLAN NO, 1015 APPLY V'1) CONSTRUCT CROSS GUTTER PER CITY OF FONTANA STD, PLAN NO, 104 @ CONSTRUCT CASE D, -TYPE 1, CURB RAMP PER APWA SSTD, PLAN 11 1-2 31 (1),,5 REMOVE TREE 8' CONSTRUCT RESIDENTIAL, DRIVEWAY PER CITY OF FONTANA STD. PLAN NO. 34' C1 �) CONSTRUCT RESIDENTIAL DRIVEWAY PER CITY OF FONTANA STD, PLAN NO, 1o3 (06 ADJUST WATER METER BOX TO GRADE @7 RELOCATE MAIL BOX D (1 3, RELOCATE FENCE TO R/W JON EXISTING 5 CONSTRUCT 6" PVC GRATE (NDS OR APPROVED EQUAL) 19-2 1' CONSTRUCT 4" SCHEDULE 40 PVC CURB DRAIN CONSTRUCT 4" SCHEDULE 4.0 PVC CLEAN OUT WI -1-1-1 SOLID COVER REMOVE EXISTING AC AND RECONSTRUCT 0_33' AC OVER NATIVE (L� EXIST VAR. EP MAINTAIN MATCH EXIST---- EXIST FL X-SILOPE VAR. ............ A, PVM7 O.5' MINI 0,25' MIXED PULVERIZED BASE PER SECIFICATIONS STA, 102 V10 TO 120+38 CHERRY AVENUE TYPICAL SECTION NOT TO SCALE WEST EAST R/W 120' R/W CROWN 60' LINE 60' -------- — ------- 5' 26' 26' 5' 16' I'l, 7 VARIES 8' MAX, 2 38 Ly _71 < 2ca % C) I PROPOSED SWALE— 4 0. - I PROPOSED SWALE 0, 5' MIN 0_33' EXISTING At:,-- 0.25' MIXED STA. 120+58 'To STA, 126+50 CHERRY AVENPULVERIZED BASE UE PER SECIFICATIONS** TYPICAL, SECTION NOT 1*0 SCALE WEST EAST R/W 120' R/W CROWN 60' LINE 60' 5' 26' I 26' 5 14 20' 20' 8' rmoi u.j C,) 2 39 C, 2% 2% PROPOS M 3„ __. PROPOSED SVVALE ED 0� I O,5' MIN 0,33' EXISTING AC 0,25' MIXED `STA. '126+50 TO STA, 142+00 PULVERIZED BASE CHERRY AVENUE PER SECIFICATIONS TYPICAL SECTION NO3 TO SCALE 05 fT' log -TYPICAL MEDIAN DETAIL NOT TO SCALE ENGINEER'S NOTE: SOME 'LOTS WILL REQUIRE MINOR CUI/FILL ONTO PRIVATE PROPERTY AT 10:1 SLOPE FROM BACK OF- WALK FWALK (8' MAX,), SEE PLAN FOR DETAILS, MIXED PULVERIZED BASE IS TO BE CONSTRUCTED PER SPECIFICATIONS AND USED AS BASE MATERIAL FOR PROPOSED ROADWAY ALONG CHERRY AVENUE FROM BASELINE AVENUE TO S. HIGHLAND AVENUE, CONSTRUCT 0.25' MINIMUM DEPTH OR GREATER PER PLAN AS APPROVED BY GEOTECHNICAL FIELD REPRESENTATIVE AND ENGINEER, CONSTRUCTION NOTES, APPLY REMOVE EXISTING AC AND RECONSTR(.JCT 0.27' AC OVER NATIVE APPLY CONSTRUCT 0,15' AC OVERLAY APPLY COLD MILL EXISTING AC 0,15' AND OVERLAY 0,15' E4.] APPLY PULVERIZE AC PAVEMENT IN PLACE, AND RECONSTRUCT MIXED PULVERIZED BASE T ER SPECIFICATIONS APPLY REMOVE EXISTING AC AND RECONSTRUCT 0,23' AC OVER NATIVE APPLY AD,JUST EXISTING MH COVER TO PROF"OSED GRADE APPLY ADJUST EXISTING VALVE COVER TO PROPOSED GRADE E 8 APPLY' PROTECT IN PLACE APPLY CONSTRUCT 8" CURB AND GUTTER PER CITY OF FONTANA STD. PLAN NO, 1003 FURNISH AND INSTALL SIGN AND POST AS SHOWN CONSTRI,JCT SIDEWALK PER CITY OF' FONTANA SID. PLAN NO, 1015 APPLY V'1) CONSTRUCT CROSS GUTTER PER CITY OF FONTANA STD, PLAN NO, 104 @ CONSTRUCT CASE D, -TYPE 1, CURB RAMP PER APWA SSTD, PLAN 11 1-2 31 (1),,5 REMOVE TREE (04 CONSTRUCT RESIDENTIAL, DRIVEWAY PER CITY OF FONTANA STD. PLAN NO. 102 C1 �) CONSTRUCT RESIDENTIAL DRIVEWAY PER CITY OF FONTANA STD, PLAN NO, 1o3 (06 ADJUST WATER METER BOX TO GRADE @7 RELOCATE MAIL BOX D (1 3, RELOCATE FENCE TO R/W JON EXISTING CONSTRUCT 6" PVC GRATE (NDS OR APPROVED EQUAL) CONSTRUCT 4" SCHEDULE 40 PVC CURB DRAIN CONSTRUCT 4" SCHEDULE 4.0 PVC CLEAN OUT WI -1-1-1 SOLID COVER REMOVE EXISTING AC AND RECONSTRUCT 0_33' AC OVER NATIVE (L� CONSTRUCT 0.27' AC OVER NATIVE C2 0) - ANA STD. PLAN NO. '1006 CONSTRUCT CURB RAMP PER CITY OF FONT (? CONSTRUCT CATCH BASIN AND LOCAL DEPRESSION PER CITY' OF FONTANA STD. PLAN NO, 121, W As SHOWN 7 CONSTRUCT 27" RCP (2000---D) 3 CONSTRUCT 33" RCP (2-900--D) CO) CONSTRUCT -TRANSITION STRUCTURE PER APWA STD. PLAN 340-1 C3O) REMOVE EXISTING CURB AND GUTTER 0,51 REMOVE EXISTING SIDEWALK 3 RELOCATE EXISTING IRRIGATION CONTROL VALVES 31 [REMOVE EXISTING CATCH BASIN AND I...00AL DEPRESSION 0,�4 REMOVE EXISTING 27" RCP (2000--D) REMOVE EXISTING 33 RCP (2500--D) REMOVE A.C, DRIVEWAY REMOVE CONC, DRIVEWAY Q_�3 REMOVE EXISTING NATIVE AND CONSTRUCT 0.23' A.C. OVER 0.25' MIXED PULVERIZED BASE PER SPECIFICA-f IONS 3 CONSTRUCT 0.23' AC OVER 0,25' MIXED PULVERIZED BASE PER SPECIFICATIONS g) CONSTRUCT RESIDENTIAL DRIVEWAY PER CITY OF FONTANA ST[.,), PLAN NO. 102-A (MODIFIED TO 4" 1-HICKNESS) STRIPING NOTES: APPLY 4" WHITE LANE LINE PER CALTRANS STD. PLAN A20A, DETAIL9 APPLY 8" CHANNELIZING LINE PER CALTRANS STD, PLAN A20D, DETAIL 38 APPLY PAVEMENT MARKING ARROWS PER CAI. -TRANS STD. PLAN A24 -A, "TYPE I (I o) OR TYPE IV (L) E4.] APPLY PAVEMENT MARKINGS PER CALTRANS STD, PLAN A24E F5 APPLY 12" CROSSWALK AND/OR LIMIT LINE PER CAI. -TRANS STD. PLAN A24E APPLY 12" STOP BAR PER CALTRANS STD, PLAN A24E APPLY 4" YELL.OW CENTERLINE STRIPE PER CALTRANS SID, PLAN A20 DETAIL_ 2 A, E 8 APPLY' DOUBLE YELLOW STRIPES PER CALTRANS STS). PLAN A20A, DETAIL 22 APPLY 4" WHITE RIGHT EDGE LINE PER CALTRANS STD, PLAN A208, DETAIL 2713 FURNISH AND INSTALL SIGN AND POST AS SHOWN Ell APPLY 50 LF 4" SOLID WHITE LANE LINE APPLY 8" LANE DROP STRIPE PER CALTRANS STD, PLAN A20c, DETAII_ 37B 31 APPLY DOUBLE YELLOW STRIPES PER CALTRANS STD. PLAN A20B, DETAIL 2q