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HomeMy WebLinkAbout3533-6= 10+00 27 54' TONE 1?1D GE ET � SES SHE LAKE 11+00 12+00 C� SCALE: 1 " =40' 13+00 I Z m ROP. 20' 1 U S ORM DR N 7 SEMEN 17 6 10 6 6 U �o o o C-1.1 U � C�j m h 7h, I I I I _ _ 30.0 7i5 O' ' r0 =17 11- 1 PROP. 8" SEWER sus o I r 7 �. vel 1 1' 8 N00'1 '44°W 1� "�`° - -;3 - 0 2 PROP. 8 "WATER 7� � L 2: II II II _ II 1I I1 _ 50.00 50.00 50.00 ^Q^Q ^ ^ �o rn pO rnQ) 0 `O ^ `o N `O m l `o k ^U ^U � s s rr� r l\jJ s s 19 J652j 0-39 N SrSl r r VO 10 l�S //0 fl I 14+00 15+0 0 10RIZ 1'= 4 - `1 - 41 PLAN 1'= 40' SCALE IN FEET 0 80 120 160 CA TCH BASIN ,f5 LOCAL DEPRESSION DETAIL (CASE A) 1"=10' 10+00 �0 1 CURVE TABLE o0 CURVE LENGTH RADIUS TANGENT DELTA L D 50.49 35.00 30.78 82'39'20" TC �S. 9 TC -I 170 � ' 9 L 35g.�s�6 U _ g6 /S BQ o, � � � � 57• F �. 76.34' oBCRP� � i � 00 51 PSE E �R p` CONSTRUCTION T/ON NOTES ` ' V 9 �a AA R .> 11+00 I\ A l� I II � 1 VIII i I I 12+00 13+00 13 12 11 10 9 8 s 0 6 6 6 ' ri ! I ^� - 4 .87 1 17.24 51 Is I L I I 5 I I-7 50i Is I I 113.0 I' I 0 O L10, 'ROP. B WATER PROP. 24" S.D. 5 ' r' - � O � N PROP. 8" SEWER D ro -» �*-- _ --oe LDL' C) O _� 4. 5D O0' 5n- 0 ' 0 -OIL .5n nn' O Q) L4 o �, o ±Ll V ON O� �p � p rr�r� J NO �� N� N� Ln 6'X ---Q Z p0� 2 6 6 6 10 6 � 6 s 11 N^ rn 21 22 23 24---20,r-- 20, 1 ��lls25 2420'[---- 20' 00 1 k , 9 . /1CONSTRUCT 4 1/2 AC PAVEMENT (MIN.) OVER 12 OF 95q 62 COMPACTED NATIVE MATERIAL.0 T I0 �� �\ \ U CONSTRUCT 6" CF P.C.C. CURB & GUTTER PER CITY STD. PLAN NO. 1003. 1 k6 0� ® Q\" j a, GL 1 ® ` ' O4 -- CONSTRUCT RAMPED CURB RETURN PER CITY STD. PLAN NO. 1006. CONSTRUCT 4 P.C.C. SIDEWALK PER CITY STD PLAN NO. 1015 . �- CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PLAN N0. 102 "W" PER PLAN 7� CONSTRUCT LOCAL DEPRESSION PER A.P.W.A. STD. PLAN 313-1, CASE A & CASE B, SEE DETAIL ON SHEET 4. �- ADJUST MANHOLE AND/OR GATE VALVE BOX TO GRADE PER CITY STD. NOS. 109 & 130. INSTALL STREET NAME SIGN PER CITY STD. NO. 139 10 INSTALL STREET LIGHT 5,800 LUMEN PER CITY STD. PLAN NO. 1016 (SCE 17). 11 INSTALL R1 STOP SIGN W/ LIMIT LINE & "STOP" LEGEND H=4" H1=0.16' CATCH BASIN 116 LOCAL DEPRESSION DETAIL (CASE A) 1'-- 10, c�. TOLL FREE 'qqmmpw- 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV REVISION DESCRIP7701V DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT (LE.VI�i!✓I7 ST}Z�T L16HT l.-dC+"cTIONOd/1��41_ � ' .�, Q REC. AWG.�,�.� 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. RECORD DRAWING I THESE PMOM tPAYONGS HAVE BEEN PREPARED, IN PART, ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH HAVE BEEN INCORPORATED INTO THE DOCUMENTS AS A RESULT THEREOF EAGLEMONT DRIVE E- sHFt- s k EA D EER LA NE BENCHMARK. No. 615 BASIS OF BEARINGS. RAILROAD SP/KE AT INTERSECTION THE BEAR/NG OF N00' 16'44 "W ALONG THE CENTERLINE OF CITRUS AVENUE, AS OF CITRUS AVE. AND LOS CECROS E N0. 9011E SHOWN ON MAP OF TR. 15908, FILED AVE., IN POWER POLE CITRUS AVE. IN BOOK 271, PAGES 34 THROUGH 39, ON THE EAST SIDE INCLUSIVE, OF MAPS, RECORDS OF SAN CURVE TABLE CURVE LENGTH RADIUS TANGENT DELTA AO 50.49 35.00 30.78 82'39'20" © 3732 35.00 20.66 61 °05'57" © 85.51 60.00 51.84 81 °39'05" OD 19.19 1 107.00 9.62 110-16'J4 " H=4" H1=0.16' CATCH BASIN 116 LOCAL DEPRESSION DETAIL (CASE A) 1'-- 10, c�. TOLL FREE 'qqmmpw- 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV REVISION DESCRIP7701V DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT (LE.VI�i!✓I7 ST}Z�T L16HT l.-dC+"cTIONOd/1��41_ � ' .�, Q REC. AWG.�,�.� 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. RECORD DRAWING I THESE PMOM tPAYONGS HAVE BEEN PREPARED, IN PART, ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH HAVE BEEN INCORPORATED INTO THE DOCUMENTS AS A RESULT THEREOF EAGLEMONT DRIVE E- sHFt- s k EA D EER LA NE BENCHMARK. No. 615 BASIS OF BEARINGS. RAILROAD SP/KE AT INTERSECTION THE BEAR/NG OF N00' 16'44 "W ALONG THE CENTERLINE OF CITRUS AVENUE, AS OF CITRUS AVE. AND LOS CECROS E N0. 9011E SHOWN ON MAP OF TR. 15908, FILED AVE., IN POWER POLE CITRUS AVE. IN BOOK 271, PAGES 34 THROUGH 39, ON THE EAST SIDE INCLUSIVE, OF MAPS, RECORDS OF SAN ELEVA TION. 1467.59 BERNARDCOUNTY, WAS USED AS SIERRA L A KES SPECIFIC PL A N THE BASIS OF BEAR/NGS FOR THIS MAP. Prepared Under The Supervision Of PREPARED IN THE OFFICE OF D "4, MADOLE AND ASSOCIATES, INC. c� ���ti DRAWN BY w Q No, 62183 N p 10601 CHURCH STREET , STE. 107 Expl 9-30-05 X RANCHO CUCAMONGA, CA 91730 RK DESIGNED BY - PHONE 19091 948-1311 RM epFCA�IFo Date :2'« CHECKED RCE 62183 EXP. 9-30-05 RM CITY OF FONTANA, CALIFORNIA S T REE T IMPROVEMENT PLAN E. TRA C T 16540-3 & -4 SCA AS SHOWN MEAOIWME�R LA & QQ DENDALE WA Y DATE AUG 2003 APP VED B DRAWING N0. lTY ENGINEER R. .E. 51152 DATE 3533 7 J:\826-1183\streets\ST06.dwg, 02/10/2004 05:09:44 RSM, rk CURVE TABLE CURVE LENGTH RADIUS TANGENT DELTA AQ 39.27 25.00 25.00 90'0000" © 37.32 35.00 20.66 61 '05'57" QC 85.51 60.00 51.84 81'39'05" D 19.19 107.00 9.62 10' 1634 " 39.27 25.00 25.00 90'00'00" 58.65 55.00 32.46 61 '05'57" ELEVA TION. 1467.59 BERNARDCOUNTY, WAS USED AS SIERRA L A KES SPECIFIC PL A N THE BASIS OF BEAR/NGS FOR THIS MAP. Prepared Under The Supervision Of PREPARED IN THE OFFICE OF D "4, MADOLE AND ASSOCIATES, INC. c� ���ti DRAWN BY w Q No, 62183 N p 10601 CHURCH STREET , STE. 107 Expl 9-30-05 X RANCHO CUCAMONGA, CA 91730 RK DESIGNED BY - PHONE 19091 948-1311 RM epFCA�IFo Date :2'« CHECKED RCE 62183 EXP. 9-30-05 RM CITY OF FONTANA, CALIFORNIA S T REE T IMPROVEMENT PLAN E. TRA C T 16540-3 & -4 SCA AS SHOWN MEAOIWME�R LA & QQ DENDALE WA Y DATE AUG 2003 APP VED B DRAWING N0. lTY ENGINEER R. .E. 51152 DATE 3533 7 J:\826-1183\streets\ST06.dwg, 02/10/2004 05:09:44 RSM, rk