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Home My WebLink About2991-4NOW IN ORDER TO CONVERT THE ELEVATIONS SHOWN ON THIS PLAN TO THE DATUM USED FOR CITY DRAWING NUMBER 2926, SUBTRACT 0.28'. OF Ll am 00 0 U- J—, PROFILE HORIZ. 1 st =40' VERT: 1"= 4' 17 18 19 20 21 22 23 24 25 26 to -rR,/-\-CT NO, 22 -]- SEE SHT 7 < 14 00 �: SEE SHT 5 TR-rl-\-C T N 0, -16 0-0 0 FAWAVEN ERNE Z: Z: =) TR,1-\-CT NO, -1-3000-1 wESTGATE DwE M o =)F- cD GRAPHIC SCALE 54' U 00 z C14 0 (n 1, M X T N 0, -1-5 70 0 40 0 20 40 80 160 (D 0 lr-� - 64' PROPOSED -j Ui N '4 f R-rl\-C af W 27* 1 272 Ld 3 2' 0 EDGE OF PAVEMENT F Cn 0 + OZ W11) LU C) BY OTHERS L K) M U 401 120 0 0 < 'd of 40' 1-20'- 00 cN oco 0 0 04 2 70*) 18 23 22 21 IN FEET ra 4q n 3 LO Of U') 00 in 0) 0 + wo- 1 inch 40 ft 14- + + + 3:: R/W- UITT 0 to + in nN MOO XISTING CURB AND G ER + -I �4 C� ") 00 0 N ND SIDEWALK IMPROVEMENTS + /-EXISTING STRVET LIGHT 14+97.34 BCR 14+97.34 ECR R/W- 14 77.74 BCR 14+77.73 ECR PER CITY DV�G NO. 2572 ER CITY DWG NO. 25--'- 11347.02 TC 1347.12 TC -13$4.66 TC F71354.81 TC (6) LOT "A 'LOT W 0 (12)1 LOT CURVE DATA NOO*12'45"E �v 04- - — — — — — — — — — — — — — — — i -- — — — — — — — — — — — — — — — — — — — — (�o - — -- — - — - — - - — - — - — — — — — — — W - — — — — — — — — — — — — — — — — — — — — — — - -- -- — — — — — — — — — — — — — — — — — — — — — 7— C4 -q- 7q r -e) 04 trnO;C4 C\1 pe) W 1 -- ---- ------------- -- zw --- -------- - — — — — — — — — — — — — — — — — -- — — — 7 _:�� — — — — — — — — — — -- w C111) z 03 1 PROPOSED STREET IMPROVEMENTS -A LL P E R Cjf-�-D W -G -N -0. -2 §-2 6- - - - - - - - ----- - - - F - - - - - - - — L ------------- ---------- CONSTRUCTION NOTES I R/W - PROPOSED SEWER PER / CONSTRUCT DECORATIVE PAVEMENT PER LANDSCAPE ARCHITECT'S PLAN PROPOSED B� OTHERS PROPOSkD BY OTHERS V10 ek CITY DWG NO. 2927 "At IC! 9500 LUMEN ON WOOD 20' 2 0' f) 9500 LUMEN ON WOOD 7 r, CONSTRUCT 4" PCC SIDEWALK PER CITY STD. DWG. NO. 1015 7t, G)- -181 -18'- POLE (CITY DWG NO. 2926) r POLE (CITY DWG NO. 2926) PROPOSED STREET IMPROVEMENTS 4 CONSTRUCT CURB RETURN ACCESS RAMP PER CITY STD, DWG. NO. 1006 �'� 25' 6 4 15+49.34 WESTGATE DRIVE 251 1 18+04.03 SAN SEVAINE ROAD= PER CITY DWG NO. 2989 32' 2' -' PROPOSED PER STREET IMPROVEMENT PLAN DWG NO. 2926 PROPOSED STORM DRAIN PER CITY DWG NO. 2928 TRA(' T No, -JE3 0 0 0 9500 LUMEN, H.P.S.V.: #10, 27' HIGH WESTGATE DRIVE PROPOSED STREET "A" REMOVE EXISTING CMP RISER AND CMP PIPE EDGE OF PAVEMENT OCC K1^ f3Q 7 BY OTHERS -r R 4\f7r Nr) e�) 21+94.10 SAN SEVAINE ROAD= SEE DWG NO. 2989 14CONSTRUCTCATCH BASIN PER A.P.W.A. STDS DWG 300-2 J 15+29.74 FAIRHAVEN DRIVE (SEE SHEET 10 OF 10) 16 CONSTRUCT 4.5" AC PAVEMENT (Min.) OVER 12" OF 95% COMPACTED NATIVE Q RECORD DOCUMENT (SEE GENERAL NOTES 31 & 32) CONSTRUCT 8" PCC CURB AND GUTTER PER CITY STD, DWG 1003 These Record Documents have been prepared SAN SEVAINE ROAD CONSTRUCT LOCAL DEPRESSION PER A.P.W.A. STIDS 313-1, CASE -A" based on information provided by others. The (SEE SHEET 10 OF 10) Design Professional has not verified the accuracy LEGEND and/or completeness of this information and shall 23 SAWCUT & REMOVE (MIN. 2' FROM EDGE OF PAVEMENT) EXISTING AC PAVEMENT TO not be responsible for any errors or omissions INDICATES PROPOSED A.C. PAVEMENT CLEAN STRAIGHT LINE which may be incorporated herein as a result INDICATES A.C. PAVEMENT TO BE REMOVED LOCAL DEPRESSION DETAIL STATION 22+5910 Q 001 NTS ,; 9 1 q F; t ,9 PLANS PREPARED FOR • WAI SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS I UnderTaind 1 CORMAN LEIGH COMMUNITIES NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A 42346 RIO NEDO Calk TOLL FFEE DILIGENT MANNER THE CITY ENGINEER MAY REQUIRE SUITE "L" REVISIONS TO THE PLANS TO BRING THEM INTO 1-8m TEMECULA, CA 92590 CONFORMANCE WITH CONDITIONS AND STANDARDS 227-26W IN EFFECT. (909) 296-5070 7WO WORKING DAYS BEFORE YOU DIG 117EVISIONS Engineer City BENCHMARK AAprovpl Clater Approval Date: B.M. #361, SPIKE IN NORTH FACE OF P.P. #1536697E AT SOUTH WEST CORNER OF BASELINE AVENUE AND SULTANA AVENUE. ELEVATION: 1365.01 Prepared By: CITY OF FONTANA, CALIFORNIA �� "Fus ALLARD ENGINEERING qr-- , S Hq A 30.00' 90*00,00" 47.12' 30.00' rn Fmtana, California 92335 No, 43976 DEA/JK/WF 1"=40 0 35)-1815 Fax (909) 356-1795 Exp, 6/30/05 04- - — — — — — — — — — — — — — — — i -- — — — — — — — — — — — — — — — — — — — — (�o - — -- — - — - — - - — - — - — — — — — — — W - — — — — — — — — — — — — — — — — — — — — — — - -- -- — — — — — — — — — — — — — — — — — — — — — 7— C4 -q- 7q r -e) 04 trnO;C4 C\1 pe) W 1 -- ---- ------------- -- zw --- -------- - — — — — — — — — — — — — — — — — -- — — — 7 _:�� — — — — — — — — — — -- w C111) z 03 1 PROPOSED STREET IMPROVEMENTS -A LL P E R Cjf-�-D W -G -N -0. -2 §-2 6- - - - - - - - ----- - - - F - - - - - - - — L ------------- ---------- CONSTRUCTION NOTES I R/W - PROPOSED SEWER PER / CONSTRUCT DECORATIVE PAVEMENT PER LANDSCAPE ARCHITECT'S PLAN PROPOSED B� OTHERS PROPOSkD BY OTHERS V10 ek CITY DWG NO. 2927 "At IC! 9500 LUMEN ON WOOD 20' 2 0' f) 9500 LUMEN ON WOOD 7 r, CONSTRUCT 4" PCC SIDEWALK PER CITY STD. DWG. NO. 1015 7t, G)- -181 -18'- POLE (CITY DWG NO. 2926) r POLE (CITY DWG NO. 2926) PROPOSED STREET IMPROVEMENTS 4 CONSTRUCT CURB RETURN ACCESS RAMP PER CITY STD, DWG. NO. 1006 �'� 25' 6 4 15+49.34 WESTGATE DRIVE 251 1 18+04.03 SAN SEVAINE ROAD= PER CITY DWG NO. 2989 32' 2' -' PROPOSED PER STREET IMPROVEMENT PLAN DWG NO. 2926 PROPOSED STORM DRAIN PER CITY DWG NO. 2928 TRA(' T No, -JE3 0 0 0 9500 LUMEN, H.P.S.V.: #10, 27' HIGH WESTGATE DRIVE PROPOSED STREET "A" REMOVE EXISTING CMP RISER AND CMP PIPE EDGE OF PAVEMENT OCC K1^ f3Q 7 BY OTHERS -r R 4\f7r Nr) e�) 21+94.10 SAN SEVAINE ROAD= SEE DWG NO. 2989 14CONSTRUCTCATCH BASIN PER A.P.W.A. STDS DWG 300-2 J 15+29.74 FAIRHAVEN DRIVE (SEE SHEET 10 OF 10) 16 CONSTRUCT 4.5" AC PAVEMENT (Min.) OVER 12" OF 95% COMPACTED NATIVE Q RECORD DOCUMENT (SEE GENERAL NOTES 31 & 32) CONSTRUCT 8" PCC CURB AND GUTTER PER CITY STD, DWG 1003 These Record Documents have been prepared SAN SEVAINE ROAD CONSTRUCT LOCAL DEPRESSION PER A.P.W.A. STIDS 313-1, CASE -A" based on information provided by others. The (SEE SHEET 10 OF 10) Design Professional has not verified the accuracy LEGEND and/or completeness of this information and shall 23 SAWCUT & REMOVE (MIN. 2' FROM EDGE OF PAVEMENT) EXISTING AC PAVEMENT TO not be responsible for any errors or omissions INDICATES PROPOSED A.C. PAVEMENT CLEAN STRAIGHT LINE which may be incorporated herein as a result INDICATES A.C. PAVEMENT TO BE REMOVED LOCAL DEPRESSION DETAIL STATION 22+5910 Q 001 NTS ,; 9 1 q F; t ,9 PLANS PREPARED FOR • WAI SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS I UnderTaind 1 CORMAN LEIGH COMMUNITIES NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A 42346 RIO NEDO Calk TOLL FFEE DILIGENT MANNER THE CITY ENGINEER MAY REQUIRE SUITE "L" REVISIONS TO THE PLANS TO BRING THEM INTO 1-8m TEMECULA, CA 92590 CONFORMANCE WITH CONDITIONS AND STANDARDS 227-26W IN EFFECT. (909) 296-5070 7WO WORKING DAYS BEFORE YOU DIG 117EVISIONS Engineer City BENCHMARK AAprovpl Clater Approval Date: B.M. #361, SPIKE IN NORTH FACE OF P.P. #1536697E AT SOUTH WEST CORNER OF BASELINE AVENUE AND SULTANA AVENUE. ELEVATION: 1365.01 Prepared By: CITY OF FONTANA, CALIFORNIA �� "Fus ALLARD ENGINEERING qr-- , S Hq STREET IMPROVEMENT PLANS Civil Engineering - Land Surveying - Land Planning C-1 8253 Sierra Avenue Drawn B : y SAN SEVAINE ROAD Scale: rn Fmtana, California 92335 No, 43976 DEA/JK/WF 1"=40 0 35)-1815 Fax (909) 356-1795 Exp, 6/30/05 FF10M RLY 7W OF NLY 1327.00 Designed By: Date: 11 1 Z- -0-0 TFCIVI JF/JM/JR R I February, 2002 -Q" David S. Hammer, R.C.E. 43976 Date CqLIF4¢ (expires 6/30/2005) Checked By: DH % Approved: 'CITY ENGINEER R.C.E. 51152 Dwg. No. 2991