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HomeMy WebLinkAbout3518-51 2 � � � 3 4 1 2 3 CRABAPPLE ® BEARING/DELTA LANE TANGENT 1 N00'56'00"W -- 363.64' SEE SHEET 2 1571'26" 6 96.45' NONE 130 I iso NONE 131 2+63 NONE 12' 14'_ 11 '_jj12'1. 129 130 131 132 133 134 3+63 (7' NONE 1050.4 1050.4 1050.4 1050.6 1050.8 1051.1 135 4+52 1+26.52 NONE 136 4+55 NONE NONE WATER XING 2+33.01 NONE NONE 24" RCP SD XING 4+08 NONE 8" SEWER 1 139 3+50 I NONE 1 +26.52 24" RCP SD XING 8" SEWER 1 " WATER SERVICE NONE ��� 2+50 ! 8" SEWER 142 y' 3 I REQUIRED 143 1 1+48 1 1 NONE REAUIRED 1+00.00 SNOW BELL PLACE 6 3+44.07 CRABAPPLE LANE e MH NO. 2 SEE SHT. 2 FOR PROFILE 144 143 1050.7 1050.6 SCALE: BENCH MARK: EL = 1077.40 CHISELED BOX IN EASTERLY TOP CURB, TAMARIND AVE.; 60' SOUTH OF TAMARIND CT., 500' SOUTH OF SLOVER BASIS OF BEARINGS: THE BEARINGS HEREON ARE BASED ON THE CENTERLINE OF JURUPA AVENUE SHOWN AS NORTH 89'04'00" EAST PER PARCEL MAP NO. 16074 P.M.B. 278/78-92. RA it SEE SHT 2 FOR 24" RCP SD PROFILE PER DWG NO. 3519 142 141 1050.4 1050.4 q N R/W-7/ 8" WATER BY OTHERS 140 139 1050.6 1050.8 LO 1 4 135 136 1051..4 1051.8 T YP 3 4+63.64 1" WATER SERV/. -E TYP. MH NC 138 137 1051.0 1051.4 AzoQ�pFES C. S/0,yq` Fyc SNOW BELL PLACE S 63494 Exp..Sept. 30, 2008 � ATF OF C Al.1F�Q� Q D 0 DIAL TWO W❑RKING BEFORE DAYS BEFORE YOU DIG YOU DIG TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. I REVISION DESCRIPTION RECORD DRAWING BELL PLACE fI Lu 4j col Q)1 Zt ui cn 1+16.99 12" WATER XING 12" SEWER 1+00.00 SWEETGUM WAY 23+28.22 -ST. STA. -15' N'L Y JURUPA AVENUE EXISTING MH NO. 10 CL 1 Q p6c'± I 15' 15' 53' 41' RCE NO, 63494 EXP. 09-30-08 DATE I ENGR. I CITY I DATE 04/08 SCALE: 1"=40 1 1050.6 8" WATER BY OTHERS -R/W LOT B NI ^1 N T N 2 N 2 LOT A _'�-R/W 4 2+91.69 SWEETGUM WAY V-"1+00.00 CRABAPPLE LANE MH NO. 3 149 12' 1050.6 SWEETGUM WAY 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. CRABAPPLE LANE SEE SHEET 6 e -41I 00. II I I � I'm PROFILE SCALE HORIZ. 1" = 40' VERT. 1" = 4' SEWER CONSTRUCTION NOTES O1 INSTALL 8" EXTRA STRENGTH VCP SEWER LINE O INSTALL 12" EXTRA STRENGTH VCP SEWER LINE O INSTALL 4" SEWER LATERAL & RESIDENTIAL CLEAN-OUT PER CITY OF FONTANA STD. 125 ® INSTALL 48" I.D. MANHOLE PER CITY OF FONTANA STD 112 5 CORE EXISTING MANHOLE SHAFT AND REVISE BOTTOM SHELF TO ACCEPT INCOMING FLOW FROM NORTH AND CONNECT PROPOSED 12" VCP SEWER © INSTALL CONCRETE BLANKET PER APWA STD 225-1 SHOWN ON SHEET 2 UME=RVE DATA TABLE ® BEARING/DELTA RADIUS LENGTH TANGENT 1 N00'56'00"W -- 363.64' -- 2 1571'26" 700.00' 191.69' 96.45' CRABAPPLE LANE SEE SHEET 6 SNOW BELL PLACE LOT NO. DESIGN "AS BUILT" MMYRIMODIFIED WYE 129 1+63 NONE NONE 130 2+21 NONE NONE 131 2+63 NONE NONE 132 3+21 NONE NONE 133 3+63 NONE NONE 134 4+21 NONE NONE 135 4+52 NONE NONE 136 4+55 NONE NONE 137 4+58 NONE NONE 138 4+08 NONE NONE 139 3+50 NONE NONE 140 3+08 NONE NONE 141 2+50 NONE NONE 142 2+06 NONE REQUIRED 143 1 1+48 1 1 NONE REAUIRED 144 1 1+15 NONE NONE 0 40' 30' 20' 10' 0' 40' 80' GRAPHIC SCALE: 1 "=40' Q J PLANNING ■ DESIGN ■ CONSTRUCTION CITY OF FONTANA, CALIFORNIA Q%p f E S S I o 3536 CONCOURS,v SUITE 220 �p w C /! ONTARIO, CALIFORNIA 91764-5592 SEER IMPROVEMENT PLASS 909.581.0196 ■ FAX 909.581.0192 ■ www•RBF.com j0 N ® ® DRAWN BY: SNOW BELL PLACE & SCALE: „ 0 w No .63494 CONSULTING B B $ ETGUl PLACE 1 = 40 Exp. 9/30/06 z} PREP ED NDE THE gVISION OF: DESIGNED BY: TRACT 16495-1 JOB NUMBER Q LP CIV �� 15-100634 9TF Ep�� 2 B APPROVED BY: / DRAWING NO. 5 Q Of C A�1 DATE: �� 7� CHECKED B �� /f 3r ¢/� ¢ 3518 MA EW C. HICKS RCE N0. 63494 EXP. 09-30-06 R.J. RICARDO SANDOVAL R.C.E. 51152 DATE: 12