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Home My WebLink About5588-2J U CL BOYLE AVE SEE DETAI S'LY R/w S ECTI 0 N A—A NOT TO SCALE CL N'LY BOYLE AVE R/W (33') 33' 11' (22') 22' 9.5' (0.5' 10.5' & VARIES (41 (6.5') (12' & VARIES) (12' & VARIES) z I O U SAWCUT REMOVE EXIST Z AC PAVEMENT EE DETAIL"A" w VAR (-2% &VAR) & 290 EXIST AC PAV'T a EXIST CURB & GUTTER EXIST SIDEWALK BOYLE AVE TYP I CAL S ECTI 0 N NOT TO SCALE N-00- EXISTING CROWN UNE 6 EXISTING PAVEMENT 7 r OR AS APPROVED BY THE CITY ENGINEER DETAIL "A" CONSTRUCTION NOTES: STY R/W 11' 10.5' 0.5' W. 6.5' I 4' I 2% I 2%2:1 MAX SLOPE CONSTRUCT SIDEWALK CONSTRUCT CURB & GUTTER PLACE AC OVER COMPACTED NATIVE NOT TO SCALE .LEGEND. U SAWCUT & REMOVE EXISTING AC PAVEMENT WITH GRIND/OVERLAY AC = ASPHALT CONCRETE INLAND ENGINEERS PER DETAIL "A". BEG = BEGIN OCONSTRUCT 8" CURB & GUTTER PER CITY OF FONTANA STD. BK =BACK BW =BACK OF WALK Kp C�/lt DWG N0. 1000. C&G = CURB & GUTTER GCONSTRUCT COMMERCIAL. DRIVEWAY APPROACH PER CITY OF FONTANA C.L. = CENTER LINE STD. DWG. NO. 1002. EXIST = EXISTING GCONSTRUCT 4' SIDEWALK PER CITY OF FONTANA STD. DWG. NO. 1006. FG = FL = FINISH GRAGE FLOW LINE OPLACE 8" AC DIKE PER CITY OF FONTANA STD. DWG. NO. 1007. FS = FINISH SURFACE MIN = MINIMUM O PLACE 6 1/2" MIN. AC PAVEMENT OVER 12" MIN. OF 95% COMPACTED OM = OBJECT MARKER NATIVE. RT = RIGHT (DGRIND 0.10' MIN EXIST PAVEMENT AND OVERLAY 0.10' MIN. STA = S/W (0.40% (DREMOVE EXISTING CHAIN LINK FENCE TC = TOP OF CURB PAVEMENT. TD = TOP OF DIKE - AND DISPOSE OF EXISTING AC TB =TOP OF BERM G RELOCATE EXISTING WATER METER. REMOVE EXIST AC PAVEMENT G RELOCATE EXISTING FIRE HYDRANT. PROPOSED AC PAVEMENT G RELOCATE EXISTING WATER VALVE. G CONCRETE INSTALL OBJECT MARKERS PER MUTCD G APPLY 4" WHITE THERMO PLASTIC EDGE STRIPE. WV = WATER VALVE 15 SAWCUT AND REMOVE EXISTING CONCRETE CURB AND GUTTER. G FOLLOWING THE PLACEMENT OF AC PAVEMENT PER CONSTRUCTION NOTE 6, WM = WATER METER BACKFILL AREA BETWEEN CURB AND DIKE WITH 6" CLEAN SANDAND 2" AC CAP PER SECTION A -A ON THIS SHEET. GCONSTRUCT STREET LIGHT PER CITY OF FONTANA STD. NO. 404.FH =FIRE HYDRANT — — 00 IST GR T L N N _Lo — L po (n + ic � co 130. 00 `o 0' P1=1052-33 0 � 64 o 4 V > o > U m C U-) O Q n O 0 .^^ m O Y^^ M �0' Y�/ O r 'm + Lo + U + LO Go w � ao Ln O m a0 O r— 0.3 % - + co I Sim � I G D .L. BO AV co 06 Lo + (7)r- co v-- 50' VG 1 O' C to r - �o PI= 053 25 0' PI 1051.85 o N Lo m + co 405A 40 01O U O cD L=8.2OC UU > —P4-- U > 0 ►- m o►- 0 co O °' o No o W O� N O O a0 tf) O O � p rn 40'VC O4 o o� 71 O - + P=10 1.91 U � o, + o r + � + o a� r - — - o N =�'l ° 01 + .— a o m OPO . ED 0 AP m TF_� • RO DOSED TC 22 R 8^ U. Du uhu + Lo a (I D TAIZ111 11L; fi `q >to U m � -PR DK ISE ' =10 3.4 PROFILE SCALE HORIZ.- 1" =30' Ll VERT. - 1" =3' 16 17 18 19 20 21 22 .. ui 06 to � STA 30+00 CL IMPROVEMENT BOYLE AVE= nto M EXIST WV o+ N INTERSECTION OF BOYLE AVE & POPLAR AVE u') o w EXIST FHS EXIST WV w EXIST PP - — E)6§i C&G 9 EXi CROWN _550 - 0.00' 09.52' _ - � 6 21 - - 22 =69.57' EXIST SL = 9'38'46" N -� PfROPOSED GROWN LINE— MUST �so L _ N / N -- 2 19 5 14 18 10:1 EP TIER 13 _ ui 13 SCALE: 1"=30' "� �2. x x x yrs EXIST CLF �x Y o� EXIST TC, r �- 13 c 1 FH �Q 00� \ 4 Q 4 19+88.59, 22.00 RT � 3 w o Ld \ ui n PR�POSED R/W J \ m > F- o 2 BEG AC DIKE tea- N m z W w EXIST ' Ud 22 R=50.00' oo, _ \ � o a00o J BEG EDGE ST FPS o z co Lo o z L=78.23' ( - � \ 'oma � w � N a w EXIST WM =4 -691- _ �-, ��3 � \ - � - - - 06 r� c� m BC 16+38.99 BCR 16+36.9- I � I \ \ c i _ - - - o N o 1051.82 BEG 16+36.97 t.l 15 8' 6.5J 18 RT, 1051. d 1 I 1 \ \ 3 _ w 0 w - - I r- 30' 1p55 18')_18' I jr I � i I I 5n--<< /uRj W� � �\ -1054— I ® ® _10 I co bo II o II 'o s� o - s Z I � 0--- -- -- 11 Z_i t GRAPHIC SCALE 1"=30' 0 30 60 90 BENCHMARK: FIELD SURVEY RECORD BOOK 4015 PAGE 979 Q O NOTE SET DRIVE PIN AND S.B. CO. SUR. TAG IN CONC. ' FOOTING AT N/W 'COR. 6' CLF S/E COR POPLAR -- SHOULD CONSTRUCTION OF THE REQUIRED AVE AND S.P.R.R., 1' t N0. AND 4t OF _ - o _ IMPROVEMENTS NOT COMMENCE WITHIN P.P. 1389176E. ELEVATION 1063.219 TWO YEARS OF THE DATE OF APPROVAL � 1 BASIS OF BEARINGS: DIAL _ - TWO WORKING SHOWN HEREON AND CARRIED FORTH IN A E BEFORE YOU DIG DAYS BEFORE YOU DIG DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING q THE N8T4657" E ALONG CENTERLINE OF BOYLE AVENUE PARCEL MAP 11177 BOOK 124-35, COUNTY OF SAN BERNARDINO. TOLL FREE _-- -_______ fT_ 1-800-227-2600IN THEM INTO CONFORMANCE WITH STANDARDS STATE OF CALIFORNIA, TAKEN AS THE BEARING FOR THIS SURVEY. A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV REVISION DE.SMIPTION DATE ENGR CR1f DATE EFFECT. J U CL BOYLE AVE SEE DETAI S'LY R/w S ECTI 0 N A—A NOT TO SCALE CL N'LY BOYLE AVE R/W (33') 33' 11' (22') 22' 9.5' (0.5' 10.5' & VARIES (41 (6.5') (12' & VARIES) (12' & VARIES) z I O U SAWCUT REMOVE EXIST Z AC PAVEMENT EE DETAIL"A" w VAR (-2% &VAR) & 290 EXIST AC PAV'T a EXIST CURB & GUTTER EXIST SIDEWALK BOYLE AVE TYP I CAL S ECTI 0 N NOT TO SCALE N-00- EXISTING CROWN UNE 6 EXISTING PAVEMENT 7 r OR AS APPROVED BY THE CITY ENGINEER DETAIL "A" CONSTRUCTION NOTES: STY R/W 11' 10.5' 0.5' W. 6.5' I 4' I 2% I 2%2:1 MAX SLOPE CONSTRUCT SIDEWALK CONSTRUCT CURB & GUTTER PLACE AC OVER COMPACTED NATIVE NOT TO SCALE .LEGEND. U SAWCUT & REMOVE EXISTING AC PAVEMENT WITH GRIND/OVERLAY AC = ASPHALT CONCRETE INLAND ENGINEERS PER DETAIL "A". BEG = BEGIN OCONSTRUCT 8" CURB & GUTTER PER CITY OF FONTANA STD. BK =BACK BW =BACK OF WALK Kp C�/lt DWG N0. 1000. C&G = CURB & GUTTER GCONSTRUCT COMMERCIAL. DRIVEWAY APPROACH PER CITY OF FONTANA C.L. = CENTER LINE STD. DWG. NO. 1002. EXIST = EXISTING GCONSTRUCT 4' SIDEWALK PER CITY OF FONTANA STD. DWG. NO. 1006. FG = FL = FINISH GRAGE FLOW LINE OPLACE 8" AC DIKE PER CITY OF FONTANA STD. DWG. NO. 1007. FS = FINISH SURFACE MIN = MINIMUM O PLACE 6 1/2" MIN. AC PAVEMENT OVER 12" MIN. OF 95% COMPACTED OM = OBJECT MARKER NATIVE. RT = RIGHT (DGRIND 0.10' MIN EXIST PAVEMENT AND OVERLAY 0.10' MIN. STA = S/W STATION = SIDEWWALK (DREMOVE EXISTING CHAIN LINK FENCE TC = TOP OF CURB PAVEMENT. TD = TOP OF DIKE (DREMOVE AND DISPOSE OF EXISTING AC TB =TOP OF BERM G RELOCATE EXISTING WATER METER. REMOVE EXIST AC PAVEMENT G RELOCATE EXISTING FIRE HYDRANT. PROPOSED AC PAVEMENT G RELOCATE EXISTING WATER VALVE. G CONCRETE INSTALL OBJECT MARKERS PER MUTCD G APPLY 4" WHITE THERMO PLASTIC EDGE STRIPE. WV = WATER VALVE 15 SAWCUT AND REMOVE EXISTING CONCRETE CURB AND GUTTER. G FOLLOWING THE PLACEMENT OF AC PAVEMENT PER CONSTRUCTION NOTE 6, WM = WATER METER BACKFILL AREA BETWEEN CURB AND DIKE WITH 6" CLEAN SANDAND 2" AC CAP PER SECTION A -A ON THIS SHEET. GCONSTRUCT STREET LIGHT PER CITY OF FONTANA STD. NO. 404.FH =FIRE HYDRANT ASPS 6-000002 CITY OF FONTANA CALIFORNIA STREET IMPROVEMENT PLAN 10407 ELM AVENUE SCALE- A.P.N. 0237-043-04 1" =30' PLAN & PROFILE DATE: D E/TA LS 6/3/2017 PRO DRAWING NO.: 2 5588 '01TY ENGINEER R.C.E. 51152 DATE 4 PREPARED UNDER THE SUPERVISION OF INLAND ENGINEERS 10.5 9 ASSOCIATES P.O. BOX 5485 DRAWN BY: WCH DESIGNED BY: WCH Kp C�/lt REDLANDS, CA 92517 (951) 907-9786 �� C`1�►1�`�l-�1� o Qn -� /OF Zb l' .NECKED BY: MOHAMMAD SIDDIQUI DATE: MSS ASPS 6-000002 CITY OF FONTANA CALIFORNIA STREET IMPROVEMENT PLAN 10407 ELM AVENUE SCALE- A.P.N. 0237-043-04 1" =30' PLAN & PROFILE DATE: D E/TA LS 6/3/2017 PRO DRAWING NO.: 2 5588 '01TY ENGINEER R.C.E. 51152 DATE 4