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CONCRETE uj zM 20 6 10 11 12 1.1 1A PROPOSED A.C. PAVEMENT 1 0+00.00 CL DECOY LANE= 33+88.22 CL BRIDLEPATH DRIVE= (1 636.1 0) FS SEE DETAIL "A" FOR JOINING TO EXISTING IMPROVEMENTS ON THIS SHEET EXISTING STREET LIGHT EXISTING FIRE HYDRANT----, EXISTING CONCRETE FENCE 63 _��6 F f 14A k CENTERLINE INTERSECTION DETAIL W. FOR JOINING TO EXIST. IMPROVEMENTS NTS 0 FE I M WORKING DAYS BEFORE YOU IXG EXIST. SIDEWALK EXIST. CURB AND GUTTER SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. A ... ............. ... . ........ ........... ............ ... ....... .. ................ .. .. ...... .............. .... . . . ....... . . .................... .............. ........... ...................... ................... .................... ..... . ... ... .............. .. ......................... .............................. ....... ............... ii:.i.i.!-I��iiiiii�::::::::�::::::.—;;;:;; 1111-11-111-11-1 I I I I � � I I 1.11-1 I .......... .. . ....... ......... ..... .......... ............... ............. ..... ...... . =77U� 16 ....... ....... ............. .. .. ... ............. .......... .............. .............. ................ ................ . ............. ........................ .......... . ....... 7, ........................................................................................................................... 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T_ . y - , , , i LAP JOINT SECTION 'B'—'Bw, NTS PLANS PREPARED FOR: OV;NER/DEVELOPER/APPLICANT No. B CA DEVELOPMENT ATTN: BEN ANDERSON 17780 FITCH STREET SUITE 120 IRVINE, CA 92614 (949) 863-1055 - FAX (949) 863-0065 DECOY 17 00 15b '1�5' I 25"' 7'11 18" 1_18'14 71[�_ RACCOON WAY LANE SEE SHEET 4 M t J4 =1 0 R A L T A 30.00' 85*54'40" 44.98' 27.93' B 320.00' 15"I O'l 2" 84.73' 42.61 C 280.00' 15* 1 O'l 2" 74.13' 37.29' D 30.00' 84*47'03" 44.39' 27.39' E 300.00' 15* 1 O'l 2" 79.43' 39.95' F "Vr IE C40M Engineer city ADDroval Date: ADDroval Date: IS RECORD DOCUMENT These Record Documents 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 Oich,,may be incorporated herein as a result IKE, CONSTRUCTION NOTES &—CONSTRUCT 4" AC PAVEMENT (Min) OVER 12" OF 95% COMPACTED NATIVE (SEE GENERAL NOTES 31 & 32) CONSTRUCT 6" PCC CURB AND GUTTER PER CITY STD. DWG. NO. 1003 CONSTRUCT PCC CROSS GUTTER AND SPANDREL PER CITY STD. DWG. NO. 104, W=8, CONSTRUCT PCC DRIVE APPROACH PER CITY STD. DWG. 102, W=16' UNLESS NOTED OTHERWISE CONSTRUCT 4" PCC SIDEWALK PER CITY STD. DWG. NO. 1015 W=5.5' CONSTRUCT CURB RETURN ACCESS RAMP PER CITY STD. DWG. NO. 1006 ADJUST MANHOLE FRAME & COVER TO GRADE PER CITY STD. 109 INSTALL STOP SIGN PER CITY STD. DWG. NO. 139 INSTALL STREET SIGN PER CITY STD. DWG. NO. 139 INSTALL STREET LIGHT PER CITY OF FONTANA DWG. NO. 3094 (TO BE INSTALLED BY TR. 16167 & TR. 16167-1) SAW—CUT & REMOVE EXISTING A.C. PAVEMENT (SEE DETAIL -A" HEREON FOR INTERSECTION TREATMENT AND SECTION "A—A" ON -SHT. NO. 6 FOR TREATMENT AT BUS BAY) @—REMOVE AND RELOCATE EXISTING STREET LIGHT PER CITY OF FONTANA DWG NO. 3094 SAW—CUT & REMOVE EXISTING CURB AND GUTTER (SEE DETAIL "A", SECTION "B"iiiiiii"B" HEREON) SAW—CUT & REMOVE EXISTING SIDEWALK @—CONSTRUCT PCC CURB ONLY 8" CF TO 6" CF PER CITY STD. DWG. NO. 1003 @—CONSTRUCT 4.5" AC PAVEMENT (MIN.) OVER 12" OF 95% COMPACTED NATIVE (SEE GENERAL NOTES 31 & 32) &—GRIND AND REMOVE EXISTING A.C. PAVEMENT AND OVERLAY WITH NEW SEAL COAT PER SECTION "A—A" ON SHEET NO. 6 AND/OR SECTION -B—B" ON SHT. NO. 5 AS APPLICABLE. BENCHMARK Irimparpa jjy: FESS/0 ALLARD ENGINEERING 10 S. Civil Engineering - Land Surveying - Land Planning G CITY OF FONTANA CALIFORNIA STREET IMPROVEMENT'PLANS Drawn By: DEA/CGR/WF TRACT NO. 16167-1 DECOY LANE S TAi- -10+/00 lfk+02.95 Scale: 1 "= 40' FWE 43 — R.R. SPIKE IN E. P. BY PP#1536663E S'LY SIDE OF BASELINE 220'± E'LY OF CHERRY AVE. ELEVATION: 1313.04 8253 Sierra Avenue 0 0 Z Fontana, California 9M35 0 No. 43976 51m) 58 -OL Fax (909) 356-1795 Exp. 6/30/05 7 _ _7 - C)3 It U David S. Hammer, H.C. 43976 DATE expires 6/30MD5) CA Designed By: JF/DBW Date: FEB. 2003 Checked 8 4, D H n Approve d:, MY ENGINEER R.C.E� 91'1 Dwg. No. 3= 5 File: L:\DWG\13402\STREETS\16167\Sht-5.Dwg