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HomeMy WebLinkAbout3203-216190 4 LIVE OAK AVENUE MEW'. an OIL OF wmw 5 55N 6 147.511 OC f I I I 7 mm Imm 710. 1 1 8 9 of IM LO -1 SIR 41'e'v'; I 10 9+95.48 . 4445 TC 43. 95 FL END SIDEWALK 0 r 04! TRACT BOUNDARY 9+95.48 44.45 TC END SIDEWALK43.95 FL 8 END SIDEWALK3+88-66 ECR C;ORD Drlr�,!� IMPROVEMENTS PER CRY 26.76 TC EXTEND SIDEWALK r 43 83 DWG NO. 2968, SHEET 5. - 26.26 Fj sco. 40, �,Z, P BY: 11 42, CONSTRUCTION NOTES 14 15 -.0-C2 16 10+00.00 CONIFER COURT CONSTRUCT 47 A.C. OVER tZ' COMPACTED (95%) NATIVE SOIL D 17 c (D TO LAE OAK AVENU 4 C.> 0000 q 9 qlx� =8+72.43 VILIAGE DRIVE 4-0 5 J6* RCP PER TR. 16110 CAM 2 CONSTRUCT CONCRETE CURB AND GUTTER (6!' C.F. PER CITY Q co C> 1+4 DWG NO. 290 OF FONTANA STANDARD DETAIL 1003). E3 ;�� a 7 ZZ,� (714) 744-05M 04 8 3 c:1 4m M 6 -A" A O 6 5' PUBLIC UTILITY EASEMENT C4 9 5`f 5 4v 10 4q EXTEND SIDEWALK 6 D 1§4 V I FROM nmg rHANNA G CONSTRUCT 4!' THICK CONCRETE SIDEWALK WIDTH AND 3 CONIFER COURT LOCATION PER PLAN & PER CITY STD. 1015. -0 @ TO LIVE OAK AVENUE 4 IMPROVEMENTS PEEBR? cTTY DWG NO, 2968, SHEET 5. -@N 164 12 SEW- 2 K CONSTRUCT RAMPED CURB RETURN PER CITY OF FONTANA LE 111 8"S 8"S (2)fn STANDARD 1006. tv- , _ 5' 5 lull of 6 To�ONIFER COURT 1 55. UO J 8+13. ECR 7+95.78 39. 39. 7 FL SEE STREET LIGHT PLAN FOR ADDITIONAL LIGHTS REQUIRED FOR LIVE =:7- 74).m 06 INSTALL STREET LIGHT PER STREET LIGHT PLAN "I OAK. .6 35.93 5,il 0- bo 01-i'l 11 2 2 35.43 CONSTRUCT RESIDENTIAL DRIVEWAY PER CITY OF FONTANA STANDARD P'c OD 0 " - �6 T 102 W=16'. TO BE FIELD LOCATED 28.73 M �gin Fa PRC 3 0) •7+12.08 BCR in -4 3,Z.71 1� 33.08 TC VALK 20' 90, O 32.58 FL We AVENUE Z REMOVE TEMPORARY STREET LIGHT PER STREET LIGHT PLAN 1027 TO OAK 04' .4 w U9 REMOVE & REPLACE TEMPORARY STREET LIGHT PER STREET LIGHT PLAN 4 4 10 CONSTRUCT CATCH BASIN PER APWA STD PLAN 300-2 DMD SIDEWALK FROM DECLEZ CHANNEL TRACT BOY. 1) CASE B 4 WITH LOCAL DEPRESSION PER APWA STD. 313-1 4 \21 TO M OAK AVENUE SREMOVE EXCESS RCP TO BACK OF CATCH BASIN 12 SAWCUT AND REMOVE EXIST. AC AND CURB & GUTTER BETWEEN BCR & ECR AS NEEDED TO CONSTRUCT NEW IMPROVEMENTS. SEE LAP JOINT DETAIL SHEET 1 6 EXISTING 15* SEWER *SOUTHRIDGE VILLAGE' DWG. NO. 1583 SHEET 3 OF 23 400 80' 120' 160' HTELmAN 24! RCP PER TR. 16110 1. Ohl NO. 2968 27 yS SCALE 1"=40' 221 S GLASSELL ST ORANGE, CA 92866 (714) 744-9700 FAX (714) 744-9312 0 NA c� ro A- 01r, LIMITED USE AREA 40' 80, 1201 160, 9 7+ 1' 3" 4" 34. SCALE 1"=40' 0 1. 63 FTIC I 7,40 6 (+00 E L EFT 34.13 33.63 FC BENCHMARK : 918.40 REV. REVISION DESCRIPTION DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT Prepared Under The Supervision Of CITY OF FONTANA, CALIFORNIA S/ JENS THIELMANN SPIKE ON POWER POLE #674320E AT INTERSECTION COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL R.C.E. No. 25742 SOUTHRIDGE VILLAGE JURUPA AVE AND MULBERRY AVE r, N &%NVVVVVVV~ SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, EXP. DATE DRAWN BY: STREET IMPROVEMENT PLANS SCALE- S.Z. THE BASIS OF BEARINGS IS BASED UPON THE CENTERLINE DIAL COD No. 25742 rill 12/31/05 AS SHOWN OF LIVE OAK AVENUE PER TRACT NO. 15117, RECORDED IN TWO WORKING THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO Exp. 12-31-05 DESIGNED BY: TRACT 16120 BOOK 275, PAGES 66 THROUGH 90, OF MAPS, RECORDS OF BEFORE DAYS BEFORE AS SAN BERNARDINO COUNTY RECORDER, BEING N 24*4832' E. YOU DIG YOU DIG civilt JTT CONIFER COURT 8/26/02 BRING THEM INTO CONFORMANCE WITH CONDITIONS AND �/r,J(,y>I"rDate"L t.- 7 1 - TOLL FREE 11 1-800-227-2600 00 (A- CAL x 1/97" t�MLIALV 02 RrrnVVCU DV DRAWING NO.: 2 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT STANDARDS IN EFFECT. Ft�ia 310 2, 134R� n 3203 3 cl ENGINEER R.C.E. 51152 DATE. CURVE TABLE R L T 92*56'58' 35,00' 56.78' 36.85' B 12027'19' 482.00' 104.78' 52.601 32*41'57' 62.001 35.38' 18.19, 163-42'24' 58.001 165.72' 405,17'- 23025113' 62.00' 25,341 12.85" 27° 12'23' 268.001 127.26' 64.85' G 232*22'55' 38,00, 154.12' 77,26' (H> 46.02'35' 62,00' 49.82' 26.34' 38*54'00' 232.001 157.51' 81,93' 106-33'47' 27,00' 50.22' 36.201 17-04'41' 518.00' 154.40' 77,781 94-25'49' 35,00' 57.68' 37.82' M 55*38'06' 1 250.00' 242,75' 131.91' 106°33'47' -1 45.00' 83,69" 60.33' ❑ 19-44'07' 1 500.00' 172.22' 86.97' 0 NA c� ro A- 01r, LIMITED USE AREA 40' 80, 1201 160, 9 7+ 1' 3" 4" 34. SCALE 1"=40' 0 1. 63 FTIC I 7,40 6 (+00 E L EFT 34.13 33.63 FC BENCHMARK : 918.40 REV. REVISION DESCRIPTION DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT Prepared Under The Supervision Of CITY OF FONTANA, CALIFORNIA S/ JENS THIELMANN SPIKE ON POWER POLE #674320E AT INTERSECTION COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL R.C.E. No. 25742 SOUTHRIDGE VILLAGE JURUPA AVE AND MULBERRY AVE r, N &%NVVVVVVV~ SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, EXP. DATE DRAWN BY: STREET IMPROVEMENT PLANS SCALE- S.Z. THE BASIS OF BEARINGS IS BASED UPON THE CENTERLINE DIAL COD No. 25742 rill 12/31/05 AS SHOWN OF LIVE OAK AVENUE PER TRACT NO. 15117, RECORDED IN TWO WORKING THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO Exp. 12-31-05 DESIGNED BY: TRACT 16120 BOOK 275, PAGES 66 THROUGH 90, OF MAPS, RECORDS OF BEFORE DAYS BEFORE AS SAN BERNARDINO COUNTY RECORDER, BEING N 24*4832' E. YOU DIG YOU DIG civilt JTT CONIFER COURT 8/26/02 BRING THEM INTO CONFORMANCE WITH CONDITIONS AND �/r,J(,y>I"rDate"L t.- 7 1 - TOLL FREE 11 1-800-227-2600 00 (A- CAL x 1/97" t�MLIALV 02 RrrnVVCU DV DRAWING NO.: 2 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT STANDARDS IN EFFECT. Ft�ia 310 2, 134R� n 3203 3 cl ENGINEER R.C.E. 51152 DATE.