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HomeMy WebLinkAbout2989-220 21 22 23 TRACT 15990 PROPOSED SIDEWALK PER DWG NO. 2991 PROPOSED STREET I PROVEMENTS PER CITY DWG N0. 2991 EXIST. R/W EXIST. EDGE OFP MT. PER DWG. NO. 6 - � ;4N r� SEE DWG NO. 2991 CRESTMONT LANE TRACT 54' 27 27 15990-1 4p' 20' 20' N S 21 S S _,22 S 23 00 — n C14 PROPOSED STORM DRAIN _ EXIST. EDGE �PVMT. /PER UTY 41 UGNO. —928— PER DWG. N0. 2926 + aw 1 a SIDEWALK PROPOSED PER 9 N Q EXISTING R/W- DWG /W-DWG N0 2987 I (0z PROPOSED STREET IMPROVEMENTS N m TRACT 15961 PER CITY DWG N0.2987 24 25 LOT 'A' 10+51.94 ECR EXISTING 1360.02 TC R/W 1 m" N 0 � N a) 20' 20' r co � 4C14 /' + `� N 32' 32 N10 64 Of SEE STORM DRAIN PLANS CONSTRUCTION NOTES V) DWG NO. 3060 FOR DETAILS BEARTREE STREET z� 4y -CONSTRUCT PCC CROSS GUTTER AND SPANDREL PER CITY STD. DWG. NO. 104, W=8' o o00 SEE SHT 4 Z (D—CONSTRUCT CONSTRUCT 4" PCC SIDEWALK PER CITY STD. DWG. NO. 1015 C!) r-' 7 —CONSTRUCT CURB RETURN ACCESS RAMP PER CITY STD. DWG. NO. 1006 mw \J PROPOSED STREET LIGHT PER STREET IMPROVEMENT PLAN NO. 2926 9500 LUMEN, H.P.S.V.: #10, 27' HIGH 13 PROPOSED STREET LIGHT PER STREET IMPROVEMENT PLAN NO. 2926 9500 LUMEN, H.P.S.V.: #10, 27' HIGH (BUILT BY THIS TRACT) 15 CONSTRUCT 8" PCC CURB & GUTTER PER CITY STD. DWG. NO. 1003 16 CONSTRUCT 4.5" AC PAVEMENT OVER 12" OF 95% COMPACTED NATIVE (See general notes 31 and 32) 26 REMOVE EXIST. 18" CMP AND CMP RISER 28 CONSTRUCT LOCAL DEPRESSION PER A.P.W.A. STD. DWG. 313-1, CASE A. 29 CONSTRUCT CURB OPEN CATCH BASIN PER A.P.W.A. STD. DWG. 300-2 PLANS PREPARED FOR Underground Service Alert SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS THE STRATHAM GROUP NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF F r� Cab TOLL FREE APPROVAL SHOWN HEREON AND CARRIED FORTH IN A 2201 DUPONT DRIVE DILIGENT MANNER THE CITY ENGINEER MAY REQUIRE SUITE 300 f� 1_ REVISIONS TO THE PLANS TO BRING THEM INTO IRVINE, CALIFORNIA 92612 CONFORMANCE WITH CONDITIONS AND STANDARDS 227-2600 IN EFFECT. (949)833-1554 FAX (949) 833-7853 TWO WORKING DAYS BEFORE YOU DIG we TRACT 15709 2'7 NOTE: CI 30 EXISTING STREET IMPROVEMENTS PER CONTRACTOR SHALL COORDINATE WITH CONSTRUCTION SEE DWG NO. 2573 PER CITY DWG NO. 2572 OF SAN SEVAINE ROAD SO AS TO CONSTRUCT AT ONE TIME WALNUT AVENUE EXISTING STREET IMPROVEMENTS PER 86' PER CITY DWG NO. 2926 43 43' 20 1 18 1 17 y EXISING EDGE OF PAVEMENT 25' S' PROPOSED STORMDRAIN & CMP RISE \ 1 PER CITY DWG N(. 2928 EXISTING � I R/W EXIS I�{NG STREET LIGHT I I� �) — EXISTING\SIDEWALK N! \ r 11 0 d BCR o w 1360.18 TC Of YOOTOHE D 12" WAT R w zV) 071 p w Li V) F - Of / z inmil 21 23 22 LL_ N p p 00I + / 000i I+O N / 14-O C 14 N Fr EXISTING STREET LIGHT - 1359.169' F S 24 s FL 25 Q - 16 15 4 �. LOT 'A' 10+51.94 ECR EXISTING 1360.02 TC R/W 1 m" N 0 � N a) 20' 20' r co � 4C14 /' + `� N 32' 32 N10 64 Of SEE STORM DRAIN PLANS CONSTRUCTION NOTES V) DWG NO. 3060 FOR DETAILS BEARTREE STREET z� 4y -CONSTRUCT PCC CROSS GUTTER AND SPANDREL PER CITY STD. DWG. NO. 104, W=8' o o00 SEE SHT 4 Z (D—CONSTRUCT CONSTRUCT 4" PCC SIDEWALK PER CITY STD. DWG. NO. 1015 C!) r-' 7 —CONSTRUCT CURB RETURN ACCESS RAMP PER CITY STD. DWG. NO. 1006 mw \J PROPOSED STREET LIGHT PER STREET IMPROVEMENT PLAN NO. 2926 9500 LUMEN, H.P.S.V.: #10, 27' HIGH 13 PROPOSED STREET LIGHT PER STREET IMPROVEMENT PLAN NO. 2926 9500 LUMEN, H.P.S.V.: #10, 27' HIGH (BUILT BY THIS TRACT) 15 CONSTRUCT 8" PCC CURB & GUTTER PER CITY STD. DWG. NO. 1003 16 CONSTRUCT 4.5" AC PAVEMENT OVER 12" OF 95% COMPACTED NATIVE (See general notes 31 and 32) 26 REMOVE EXIST. 18" CMP AND CMP RISER 28 CONSTRUCT LOCAL DEPRESSION PER A.P.W.A. STD. DWG. 313-1, CASE A. 29 CONSTRUCT CURB OPEN CATCH BASIN PER A.P.W.A. STD. DWG. 300-2 PLANS PREPARED FOR Underground Service Alert SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS THE STRATHAM GROUP NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF F r� Cab TOLL FREE APPROVAL SHOWN HEREON AND CARRIED FORTH IN A 2201 DUPONT DRIVE DILIGENT MANNER THE CITY ENGINEER MAY REQUIRE SUITE 300 f� 1_ REVISIONS TO THE PLANS TO BRING THEM INTO IRVINE, CALIFORNIA 92612 CONFORMANCE WITH CONDITIONS AND STANDARDS 227-2600 IN EFFECT. (949)833-1554 FAX (949) 833-7853 TWO WORKING DAYS BEFORE YOU DIG we TRACT 15709 2'7 NOTE: CI 30 EXISTING STREET IMPROVEMENTS PER CONTRACTOR SHALL COORDINATE WITH CONSTRUCTION SEE DWG NO. 2573 PER CITY DWG NO. 2572 OF SAN SEVAINE ROAD SO AS TO CONSTRUCT AT ONE TIME WALNUT AVENUE EXISTING STREET IMPROVEMENTS PER 86' PER CITY DWG NO. 2926 43 43' 20 1 18 1 17 y EXISING EDGE OF PAVEMENT 25' S' PROPOSED STORMDRAIN & CMP RISE \ 1 PER CITY DWG N(. 2928 EXISTING � I R/W EXIS I�{NG STREET LIGHT I I� �) — EXISTING\SIDEWALK N! \ r LOT 'B' 10+52.06 BCR L 1360.18 TC U w YOOTOHE D 12" WAT R 89°56' 12" 071 p 29.97' Li 30.00' _r_89°58'24" 90'03'48" N M co + ++ 35.00' in M in - N N r 67 66 /ER C 14 13 - ►� TTM 16269 00 �t r c0 N N m POSED STORM DRAIN SoF- U +_J TRACT LO r�M Cv U LOT 'B' R A L T — — YOOTOHE D 12" WAT R 89°56' 12" 47.09' 29.97' B 30.00' _r_89°58'24" 90'03'48" 6 co + EXISTING R/W f 35.00' Q z D 69 68 N 67 66 /ER z - co co - ►� TTM 16269 N>> �t r ff) O N N 13 POSED STORM DRAIN SoF- oho Q TRACT 16009 r�M CITY DWG NO. 2928 +oz 0 °' zo NWU� in +Lf) + L 007 ON 0) N X w SAN SEVAINE ROAD CURVE DATA O R A L T A 30.00' 89°56' 12" 47.09' 29.97' B 30.00' _r_89°58'24" 90'03'48" 47.16' 30.03' C 35.00' Q z 1 54.96' 34.98' REVISIONS Engineer City BENCHMARK rApprQval Date: ApQroval Date: W214 lt4s0at CALTRANS BENCHMARK NO. 8-17 BRASS CAP IN CONCRETE S.C.E. TOWER LEG. 343' N/0 HIGHLAND AVE., 0.2 MI. W/O SAN SEVAINE RD., IN SOUTH CONCRETE BASE OF S.C.E. TOWER 19.5; 2.65 MI. W. ALONG HIGHLAND AVE. FROM SIERRA AVE. ELEVATION: 1428.6090 Prepared By: ALLARD ENGINEERING Civil Engineering - Land Surveying - Land Planning 8253 Sierra Avenue Fontana, California 92335 ( 356-1815 Fax (909) 356-1795 4-lo-o7— David -I©-OZDavid S. Hammer, H.C.E. 43976 Date \m \\ a o w Ld wW z Q U ~ z OLL_ N p 00p O + o +(0 rn o v) N PROFILE HORIZ. 1"'=40' VERT: 1"= 4' 31 32 GRAPHIC SCALE I� !n \ Q (c) Q N I00 14- 00) Cr N rn �00 z s N d- n +00 Z Z >� ---I----- _ c� Q z 51 co co - ►� TTM 16269 II� , IIS 25 25 50' 43' 43 WALNUT AVENUE SEE DWG NO. 2913 ( IN FEET ) 1 inch = 40 ft. 4�A &II—C—OR.DDOCUM M These Record Documents have been prepared based On information Provided .Design Professional has no verified ied the others. ccurac e rind/or completeness of this information and shall 'lot be responsible for any errors or omissions 4 ay be incorporated herein as a result . ` AL lz- _<34 DATE STA 25+49.68 NOT TO SCALE CITY OF FONTANA, CALIFORNIA S Hq Q�pFESSOFF—SITE STREET IMPROVEMENT PLANS �Zc r Drawn By: SAN SEVAINE ROAD Scale: L3Uj No, 43976 M DEA/WF 1 "=40" Ce Exp. 6/30/05 * Designed By: FROM WALNUT AVENUE TO 600'± SOUTH Date: `P�9T CIVIL ��tiv JF/JR TRAC APRIL, 2002 FOF CALIF Checked By: -Dwg. No. 2 RC -7 DSH DB Approved: G3 'j / TY ENGINEER R.C. . 5 152 2989 9 Filename: M:\DWG\12903\16009\STREETS\16009—ST-2.dwq a i �t r ff) O N N N N r7 c0 N to 04 1_0 r�M �' rl rl� 007 ON (0 C0 C0 COW r7 r7 r7 N rr1 M r7 to r7 I7 0-i CASE 'A' CATCH BASIN DETAIL STA 25+49.68 NOT TO SCALE CITY OF FONTANA, CALIFORNIA S Hq Q�pFESSOFF—SITE STREET IMPROVEMENT PLANS �Zc r Drawn By: SAN SEVAINE ROAD Scale: L3Uj No, 43976 M DEA/WF 1 "=40" Ce Exp. 6/30/05 * Designed By: FROM WALNUT AVENUE TO 600'± SOUTH Date: `P�9T CIVIL ��tiv JF/JR TRAC APRIL, 2002 FOF CALIF Checked By: -Dwg. No. 2 RC -7 DSH DB Approved: G3 'j / TY ENGINEER R.C. . 5 152 2989 9 Filename: M:\DWG\12903\16009\STREETS\16009—ST-2.dwq