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HomeMy WebLinkAbout3533-5I i EXIST". tai OP' .q A _ 50 'Ac 1 - --- - - - - -- i _- - - ❑ R I Z- - - - -- - - - - VERT 1"= 4'- 20+55.60 CL CB 19+00 20+00 21+00 22.00 23+00 PLAN 1'= 40' 24+00 25+00 26+00 27+00 W_ - V=6.46', H=4 H1=0.16 1 a j 9 6' -0 9 6a 6 F 66 1 6�' k SCALE IN FEET 0 40 80 120 160 CONSTRUCTION NOTES E �, s7.EG 21' s' 40. Ol - CONSTRUCT 4 1/2" AC PAVEMENT (MIN.) OVER 12" OF 95% COMPACTED 5 5 MEA00WMEER LANE CATCH BASIN ,�8 T 6 SEOONA LANE NATIVE MATERIAL. LOCAL DEPRESSION DETAIL CASE A SEE SHEET SEE SHEET 2 O CONSTRUCT 6" CF P.C.C. CURB & GUTTER PER CITY STD. PLAN NO. 1003. 1 '=10' 54 _ '27° - �-_ ����1_1&v 3� CONSTRUCT CROSS GUTTER PER CITY STANDARD PLAN N0. 104. 2 2O' 201, 50 rn SE CCURT CONSTRUCT RAMPED CURB RETURN PER CITY STD. PLAN NO. 1006. ----i 22 10 E E% „ cl�-� ,II - o 00 - 25 2 _ SyE 2 CONSTRUCT 4 P. G C. SIDEWALK PER CITY STD PLAN N0. 1015 . - 6 f 9 m � 181 �? m 22+52.56 EAGLEMONT DR. 21 O o NG 8 32 + m N m =11173.79 SEDONA LAN 0 15 O CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PLAN N0. 102 N U �� 14 "W" �, N w k ,��, o m 9 W PER PLAN + m U - -� w o U N ~ `Lha o I "` -_ __- W 18�_ J,� CONSTRUCT LOCAL DEPRESSION PER A.P. W.A. STD. PLAN 313-1 CASE A & ,T ^ ^� L-101.48 18, Qi ,25 + m m �o- �'m 'L_843�'�kCASE B. SEE DETAIL ON SHEET 4. 92.75'16PRO.SEWER / N �G41 �� vO ADJUST MANHOLE AND/OR GATE VALVE BOX TO GRADE PER CITY _ _ 0 `'- H T �c�io o coy` �' STD. NOS. 109 & 130. ti 1- -- -- -- > -- z4 -- -- ---- 5 �G 4 gti • Q 92_00_ QM 6 �© o icy 2 1 3- �, �� �, ,4Gr.ft" WATER _ '� 'r � � p N N _ -- ' �X m , =40.5 6 INSTALL STREET NAME SIGN PER CITY STD. NO. 139 --- G L d' 4 7 0 �0 3 0 8 so , 23 i �g6 6 ---- --- � r, - � I 24 i 1 l �ROF�ti" SEWER � -- - - - 25 \ GZ INSTALL STREET LIGHT 00 LUMEN PER CITY STD. PLAN NO. 1016 (C ) 8 � -1-97 - N 4_ -- -- - - - --__-- - _ 21� '� --- --- - 01 6 7 E -I N29"10'47NW �---_---- � x'92 6 TER -' •�a;� L 3 P.8 A A h Z 19 PRO G _ r -- - 3 ---- -- - N�-„NUaiNN sr�� ti 0oo o AA? 21 'O W � 50.00 m S�'T �,yto 6 12 + ao :322 -_ r/5' O rj - lVO+ deo JLU o wcz �enJ ri '+� +mZ ", ++ Q, U J/9�6+ i 54' N 6 67s 2 s N ' �s 5 6 22' 2, 4 � � C) 5. '3� s 5. 6 4 10 6 5 6 1 2 1=5.51 , -0.16 1 CATCH BASIN 1"=10' TOLL FREE `m�- 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. REVISION DESCRIP770V DATE I ENGR. CITY LR•r=Yie,�.D -,Ttz.f5�. T LJ5•HT L06^710N �=94K -'77^,4/tel 2.0+65 TO hT,q . 1 of t �iS J REe-- ;0wcr- %.l.►f I DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT fi1-00 H 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. BENCH MARK No. 615 BASIS OF BEARINGS: RAILROAD SPIKE AT INTERSECTION THE BEAR/NG OF N00' 16'441W ALONG OF CITRUS AVE. AND LOS CECROS THE CENTERLINE OF CITRUS AVENUE, AS AVE., IN POWER POLE NO. 9011E SHOWN ON MAP OF TR. 15908, FILED ON THE EAST SIDE OF CITRUS AVE. IN BOOK 271, PAGES 34 THROUGH 39, INCLUSIVE, OF MAPS, RECORDS OF SAN ELEVATION.• 1467.59 BERNARDINO COUNTY, WAS USED AS THE BASIS OF BEARINGS FOR THIS MAP. Prepared Under The Supervision Of : PREPARED IN THE OFFICE OF MADOLE AND ASSOCIATES, INC. 10601 CHURCH STREET, STE. 107 RANCHO CUCAMONGA, CA 91730 PHONE (9091 948-1311 Date :-1'ft"O RCE 6218& EXP. 9-30-05 DRAWN BY RK DESIGNED BY- RM YRM CHECKED BY RM SIERRA LAKES SPECIFIC PLAN CITY OF FONTANA, CALIFORNIA S TREE T IMPROVEMENT PLAN TRACT 16540 & -4 SCAL AS SHOWN PA GL ONT DRIVE DA 7E. - AUG 2003 APP VED B . DRAWING NO. I 5 7r 1 3533 7 TY E /N R.C.E. 51152 DA J:\826-1183\streets\ST05.dwg, 02/10/2004 05:09:14 PM, rk DATA TABLE CURVE LENGTH RADIUS TANGENT DELTA AQ 48.09 30.00 30.89 91 "50'55" © 48.40 30.00 31.31 92"2627" © 258.66 1251.00 129.79 11'50'48" OD 137.80 38.00 153.71 207-46'18- 07.46'18"51.86 51.86 107.00 26.45 27'46'18" Q 2.81 1287.00 1.40 0"07'30" © 38.45 25.00 24.19 88-07'19" © 38.45 25.00 24.20 88"0739" �l 184.81 1291.00 92.56 8'12'08 " JO 38.45 25.00 24.20 88"07'39" © 38.46 25.00 24.21 88"09'05" © 39.27 25.00 25.00 90°00'00" © 39.27 25.00 25.00 90'00'00" 0 306.07 1271.00 153.78 13'47'50" (0 44.36 1269.00 22-18 2'00' 11 " ® 84.67 175.80 43.17 27'3546" ® 83.10 N 14'00' 16 "W 1=5.51 , -0.16 1 CATCH BASIN 1"=10' TOLL FREE `m�- 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. REVISION DESCRIP770V DATE I ENGR. CITY LR•r=Yie,�.D -,Ttz.f5�. T LJ5•HT L06^710N �=94K -'77^,4/tel 2.0+65 TO hT,q . 1 of t �iS J REe-- ;0wcr- %.l.►f I DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT fi1-00 H 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. BENCH MARK No. 615 BASIS OF BEARINGS: RAILROAD SPIKE AT INTERSECTION THE BEAR/NG OF N00' 16'441W ALONG OF CITRUS AVE. AND LOS CECROS THE CENTERLINE OF CITRUS AVENUE, AS AVE., IN POWER POLE NO. 9011E SHOWN ON MAP OF TR. 15908, FILED ON THE EAST SIDE OF CITRUS AVE. IN BOOK 271, PAGES 34 THROUGH 39, INCLUSIVE, OF MAPS, RECORDS OF SAN ELEVATION.• 1467.59 BERNARDINO COUNTY, WAS USED AS THE BASIS OF BEARINGS FOR THIS MAP. Prepared Under The Supervision Of : PREPARED IN THE OFFICE OF MADOLE AND ASSOCIATES, INC. 10601 CHURCH STREET, STE. 107 RANCHO CUCAMONGA, CA 91730 PHONE (9091 948-1311 Date :-1'ft"O RCE 6218& EXP. 9-30-05 DRAWN BY RK DESIGNED BY- RM YRM CHECKED BY RM SIERRA LAKES SPECIFIC PLAN CITY OF FONTANA, CALIFORNIA S TREE T IMPROVEMENT PLAN TRACT 16540 & -4 SCAL AS SHOWN PA GL ONT DRIVE DA 7E. - AUG 2003 APP VED B . DRAWING NO. I 5 7r 1 3533 7 TY E /N R.C.E. 51152 DA J:\826-1183\streets\ST05.dwg, 02/10/2004 05:09:14 PM, rk