Loading...
HomeMy WebLinkAbout3277-4-� 1 — ------i— ------ --- , — m,. 21 f ,... Cq r. 1; -- 15 I x r, LINEN �^ 27' 2' I PUE !f f ,fes TRACT BOUNDARY I N I 66 lze p I m J I I , I 19+64.86 EC o t -- r' _ `'' z Lo � U OTHER 1.1m I` s LATERAL - SEE SHEET 5 I 9 I I CL INTERSECTION 19+32.26 LINE"B" 19 10+00.00 LATERAL. "B-1 " - A=50', 6=24", C=2.93', D=30" I: I. BASIS OF BUNGS: BEARINGS BASED ON THE WEST LINE OF THE SOUTHEAST ONE QUARTER OF THE SOUTHWEST ONE QUARTER OF SECTION 36, T. 1 N., R. 6 W., SBB & M BEING N00'06'51 "E AS SHOWN ON TRACT 16085-1 RECORDED MAP BOOK 282, PAGES 16-20 RECORDS OF SAN BERNARDINO COUNTY. SHOULD Co "STRUCTION 07 REQUMW BEIVCHl ,ROVE1t1EIM NOT CO : ENCE W177M PREPARED FOR: TWO YEARS OF THE DATE OF APPROVAL YO(JING NOV.PES B.M. 1361, SPIKE IN NORTH FACE OF P.P. SHOWN HEREON AND CARMW FORTH IN A#1536697E AT SOUTH WEST CORNER OF DMI h v THE CITY ENGINEER MAY 10370 TRADEMARK STREET BASELINE AVENUE AND SULTANA AVENUE. RANCHO CUCAMONGA, REQUIRE REVISIONS TO THE PLANS TO CA 91730 BRING THEM INTO CONFORf 'CE„, (909) 477-6715 CONDITIONS AND STANDARDS IN EFFECT ELEVATIOIV: 1365.01 RECORD DOCUMENT QR�FEssroN These Record Documents have been prepared based S. FIA, ���y on information provided by others. The Design Professional has not verified the accuracy and/or t� M completeness of this information and shall not be W No. 430-0 5nsE*ble for art errors or omissions which maExp.6-30-09 y y \ ratqd herein as a result. s 9�” CI:vi1�° Fc 08 �DATE Prepared By: ALLARD ENGINEERING QROFEss /�Nq Civil Engineering - Land Surveying - Land Planning O F� 8253 Sierra Avenue — Z Fontana, California 92335 w No. 43976 rr (909) 356-1815 Fax (909) 356-1795 Exp. 6/30/05 c s David S. Hammer, B.C.E. 43976 Date F �F CA L \ F (expires 6/30/2005) CONSTRUCTION DOTES 2 INSTALL 24" RCP (1350-D) 3 INSTALL 36" RCP (1350-D) 6 CONSTRUCT MANHOLE PER A.P.W.A. STD PLAN 320-1 9 INSTALL 48" CMP RISER WITH DERIS RACK CAGE PER CALTRANS STD PLAN D93C 15 INSTALL 30" RCP (1350-D) 0—CONSTRUCT MANHOLE PER A.P.W.A. STD PLAN 321-1 @—CONSTRUCT JUNCTION STRUCTURE PER A.P.W.A. STD PLAN 331-2 60 61 62 63 64 65 ® 6 T A 90'01'01" PROPOSED 8" Wj kTER O J 0 B 90'05'06" 45.00' BY OTHERS 45.07' "z �� w "' a PROPOSED R/W PROPOSED 8" Sf WER PER CITY DRAWING No. 3276 � ;�► +V -----r=- ----------- ------------ -- ---- ----------------- ------------ 3 N 3 IE IVB W)W i 51 r -_N00'01 39 E- ' 303.71' Q LQ -----. ------ - ---- - - - ----- --------------------- Q w73 72 71 70 69 63 W) ci LINE —PROPOSED R/W „ „ _ r -� 1 — ------i— ------ --- , — m,. 21 f ,... Cq r. 1; -- 15 I x r, LINEN �^ 27' 2' I PUE !f f ,fes TRACT BOUNDARY I N I 66 lze p I m J I I , I 19+64.86 EC o t -- r' _ `'' z Lo � U OTHER 1.1m I` s LATERAL - SEE SHEET 5 I 9 I I CL INTERSECTION 19+32.26 LINE"B" 19 10+00.00 LATERAL. "B-1 " - A=50', 6=24", C=2.93', D=30" I: I. BASIS OF BUNGS: BEARINGS BASED ON THE WEST LINE OF THE SOUTHEAST ONE QUARTER OF THE SOUTHWEST ONE QUARTER OF SECTION 36, T. 1 N., R. 6 W., SBB & M BEING N00'06'51 "E AS SHOWN ON TRACT 16085-1 RECORDED MAP BOOK 282, PAGES 16-20 RECORDS OF SAN BERNARDINO COUNTY. SHOULD Co "STRUCTION 07 REQUMW BEIVCHl ,ROVE1t1EIM NOT CO : ENCE W177M PREPARED FOR: TWO YEARS OF THE DATE OF APPROVAL YO(JING NOV.PES B.M. 1361, SPIKE IN NORTH FACE OF P.P. SHOWN HEREON AND CARMW FORTH IN A#1536697E AT SOUTH WEST CORNER OF DMI h v THE CITY ENGINEER MAY 10370 TRADEMARK STREET BASELINE AVENUE AND SULTANA AVENUE. RANCHO CUCAMONGA, REQUIRE REVISIONS TO THE PLANS TO CA 91730 BRING THEM INTO CONFORf 'CE„, (909) 477-6715 CONDITIONS AND STANDARDS IN EFFECT ELEVATIOIV: 1365.01 RECORD DOCUMENT QR�FEssroN These Record Documents have been prepared based S. FIA, ���y on information provided by others. The Design Professional has not verified the accuracy and/or t� M completeness of this information and shall not be W No. 430-0 5nsE*ble for art errors or omissions which maExp.6-30-09 y y \ ratqd herein as a result. s 9�” CI:vi1�° Fc 08 �DATE Prepared By: ALLARD ENGINEERING QROFEss /�Nq Civil Engineering - Land Surveying - Land Planning O F� 8253 Sierra Avenue — Z Fontana, California 92335 w No. 43976 rr (909) 356-1815 Fax (909) 356-1795 Exp. 6/30/05 c s David S. Hammer, B.C.E. 43976 Date F �F CA L \ F (expires 6/30/2005) CONSTRUCTION DOTES 2 INSTALL 24" RCP (1350-D) 3 INSTALL 36" RCP (1350-D) 6 CONSTRUCT MANHOLE PER A.P.W.A. STD PLAN 320-1 9 INSTALL 48" CMP RISER WITH DERIS RACK CAGE PER CALTRANS STD PLAN D93C 15 INSTALL 30" RCP (1350-D) 0—CONSTRUCT MANHOLE PER A.P.W.A. STD PLAN 321-1 @—CONSTRUCT JUNCTION STRUCTURE PER A.P.W.A. STD PLAN 331-2 CITY OF FOP TA .9 CALIFO NI RANCHO FONTANA SPECIFIC PLAN DRAWN BY: SCALE. DRAWN CGR T S CT NO. 16258-1 1 CALE. STO DRAIN PLAN DESIGNED BY. M FROM STAT N 15+59. TO 6 DATE. JRR - MAY, 2003 CHECKED 4,4ePR --D BY. DRAWING NO.: 4 DSYO - 3277 CITY NE R R.C.E. 51152 7 rnename: M:\UWG\15yU4\JtUKM\1bL5tS-1\lbl�Zf-1—JUU4.UWG R CURVE DATA Q A R L T A 90'01'01" 67.00' 105.26' 67.02' B 90'05'06" 45.00' 70.75' 45.07' C 21'2758" 45.00' 16.86' 8.53' CITY OF FOP TA .9 CALIFO NI RANCHO FONTANA SPECIFIC PLAN DRAWN BY: SCALE. DRAWN CGR T S CT NO. 16258-1 1 CALE. STO DRAIN PLAN DESIGNED BY. M FROM STAT N 15+59. TO 6 DATE. JRR - MAY, 2003 CHECKED 4,4ePR --D BY. DRAWING NO.: 4 DSYO - 3277 CITY NE R R.C.E. 51152 7 rnename: M:\UWG\15yU4\JtUKM\1bL5tS-1\lbl�Zf-1—JUU4.UWG R