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IN M ... .. ..... 0-- ............... ... ............... ........ 7777 . . ..... ... t, TI ........ ....... -------- .... . ........... ........ ............................. ...... rg CONSTRUCT 4" AC PAVEMENT (Min.) OVER 12" OF 95% COMPACTED NATIVE "AN . .. ......... ............ 7 00 . ........ .. . .. ...... ---------- -------- - ------ - ----------------- - -------- -------- -------- ................. . .... --------------- ---------_------ ....... --------- ---------------- .... . . . . . . . . ----- --- - ---- - ------- -------- ------------------ -------- . . . . . . . ------- ------------------- i --------- -- ------------------ ----------------- - ------------------- (1408.69 TC ----------- ................ - - - - - - - - - - - - - - - - - - - - - - - - - - . . . . . . . . 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S SITE ......... ..... .. _C: _LLL�]� _- --------- -- ---------- -- --- ---- -- -- -- - --- ....... . .... -------- -------------------------- - -------------------------- - -------- ------- + -------------- -a ----- ----------------- .. .... . .... .... --------------------------------------------- - -------- --------- -------- ----------------- . ...... .... ..... ... -------------------------- - --------------------------------------------- - ----------------- I—, -- -------- - - -- -- --- --- --------- m - -------------------------- -------------------------- ------- SHALL BE MARBELITE OR APPROVE EQUAL PER CITY STD. DWG. #1016 C) Uj ....... ...... ........... 00 L. O.C. 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I I .... ................ . ......... ....... -------- --------------------- - - i ------ ......... - -------- --- - - ------+ ........... . ....... . ................. . .... ------- - -- — -- — -------- — - -------------- — - -------- ...... -------- - ---------------- — ------------------------------------ --------------------------- -------- -------- --------- ...... --------- t - ... . ....... --------- ­­­­ ­­---­-­­-- ....... . ..... ......... . . ... . ......... ............. . . i- +. -------- ------- ....... ........ ..... --------- -------- .......................... .. ----- -------- - ------- - - - --- -- ----- �i­,-,-,-,-,-,, I 411111 f, ......... . .......... .. .. ........... ... ... ......... ... ..... ................ f ------ ------- --- - ------------------ I ------------------------------------ -------- --------- ----------------- 7 ............ ___-_ -- ------ 111 ------- ------------- - ------------------------------------------------------ - "1 11 7, 7_-_-_-. -------- ------------- _-... ..... - - --------- - - - --------------------------- ------ -- ------ ----------- -1-1-1--------- ---- -------- -------- ... ----------------------------- ............ . ........ ................. ............. . .... ..... . -- - --- ---- - ---- ---- - --- ----------- ------- --- - -- -------- -------- ------- -- ----- ....... I -------- ....... ... ------ -------------- PROFILE .. .... ...... ........ .. . . . . ..... . .. ................... .. . .... . ..... .. ......... . . ....... . ... ....... . . ---------- HORIZ: 1 40 ............ .. ....... ............ ......... .... .............. I :,:,: ::1- ....... T ........ t ............... ----------- �_ ..... ........... . ............ ................ ........... ..... .... .... -- --------- -------- ................. __ ............. ........ . ... ---------------- ----- -------- I -------- --------- i --- - ---- - . .......... . . ..... .. . . .............. . ........ "I .......... ............ ........... ....... ........ ....... . ........ ---------- 14 GRAPHIC SCALE 40 0 20 40 80 160 47 00 .C� 48 PROPOSED RIW 14+90.04 BC TRACT (1408.92 7C �0 UN DARY_ — — — — — — — -- B_ T7777+ 20 20 27' 27 54' VIRGIN1A DRIVE SEE SHEET 3 REV. I REVISM I DATE I ENGR. I CITY I DATE ISABEL LANE SHOULD CONSTRUCMON OF REQUOM IMPROVEMENTS NOT COMMENCE Wn7JIN TWO YEARS OF 771E DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTIf IN A DILIGENT MANNER, 771E CITY ENGINEER MAY REQEMIE REVISIONS TO 77]E PLANS TO BRING TIZA INTO CONFORMANCE WTM CONDITIONS AND STANDARDS IN EFFECT FAITH STREET -SEE Siff 5 PER CITY DWG NO. 3181 5f' 27' 27' 6' 6' k� 14+53.74 BC (1408.19 FC) 0-- .................. rm), rg CONSTRUCT 4" AC PAVEMENT (Min.) OVER 12" OF 95% COMPACTED NATIVE "AN . .. ......... ............ 00 PRC hn- Pet (1408.69 TC - - - - - - - - - - - - — — — — — — — — p A0 2 I— qi 10+45.07 BCR �5" UE PROPOSED 31' SEWER AND PRC 1402.68 TC 1402.55 TC STORM DRAIN EASEMENT 3 CONSTRUCT 4" PCC SIDEWALK PER CITY STD. DWG. NO. 1015 K 21 C) PROPOSED 30" STORM DRAINJ PROPOSED RIW LU R� 10+81.42 EC ADJUST MANHOLE FRAME & COVER TO GRADE PER CITY STD. 109 '�J- PER CITY DWG NO. 3277 + C�. %P 114: m U D o6 1402.40 TC LOOO C) S SITE 20 20 27' 27 54' VIRGIN1A DRIVE SEE SHEET 3 REV. I REVISM I DATE I ENGR. I CITY I DATE ISABEL LANE SHOULD CONSTRUCMON OF REQUOM IMPROVEMENTS NOT COMMENCE Wn7JIN TWO YEARS OF 771E DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTIf IN A DILIGENT MANNER, 771E CITY ENGINEER MAY REQEMIE REVISIONS TO 77]E PLANS TO BRING TIZA INTO CONFORMANCE WTM CONDITIONS AND STANDARDS IN EFFECT FAITH STREET -SEE Siff 5 PER CITY DWG NO. 3181 5f' 27' 27' 6' 6' k� 14+53.74 BC EXIST R/W TRACT "S CONSTRUCTION NOTES ( IN FEET ) I inch = 40 ft. (1408.19 FC) 0-- 50 0 c6 r) CONSTRUCT 4" AC PAVEMENT (Min.) OVER 12" OF 95% COMPACTED NATIVE 00 PRC See general notes 31 and 32 (1408.69 TC A0 EXIST R/W TRACT "S CONSTRUCTION NOTES ( IN FEET ) I inch = 40 ft. BASIS OF BEARINGS: BEARINGS BASED ON THE WEST LINE OF THE SOUTHEAST ONE QUARTER OF THE SOUTHWEST ONE QUARTER OF SECTION 36, T. I N., R. 6 W., SBB & M BEING NOO'06'54"E AS SHOWN ON TRACT 16085-1 RECORDED MAP BOOK 282, PAGES 16-20 RECORDS OF SAN BERNARDINO COUNTY. BENCIDIARK PREPARED FOR: YOUNG HOMES B.M. #361, SPIKE IN NORTH FACE OF P.P. 10370 TRADEMARK STREET #1536697E AT SOUTH WEST CORNER OF RANCHO CUCAMONGA, BASELINE AVENUE AND SULTANA AVENUE. CA 91730 (909) 477-6715 ELEVATION.- 1365.01 repare y: ALLARD ENGINEERING Civil Engineering - Land Surveying - Land Planning La 8253 Sierra Avenue Fontana, California 92335 �79) 356-1815 Fax (909) 356-1795 �;- I - (03 David S. Ha=er, R.C.E. 43976 Date (expires 6/30/2005) ()f E 3S H w No. 43976 m Exp. 6/30/05 C/V I\- CAL\� 9 - RANCHO FONTANA SPECIFIC PLAN DRAWN BY. SCALE: DEA STREET IMPROVEMENT PLANS 1"=40' DESIGNED BY: ____7 ISABEL LANE DATE: DEA /1-7 MAY, 2003 CHECKED B4"\ AID V Tj3Y., DRAWING NO.: DH eT CITY ENGINEER R.C.E. 51152 3143 .L.- Filenome: M:\DWG\15902\STREETS\FINAL—PHASE\ISA13EL & V1RG1N1A\St-2.DWG 0-- 1 CONSTRUCT 4" AC PAVEMENT (Min.) OVER 12" OF 95% COMPACTED NATIVE See general notes 31 and 32 2 CONSTRUCT 6" PCC CURB AND GUTTER PER CITY STD. DWG. NO. 1003 PROPOSED 31' SEWER AND STORM DRAIN EASEMENT 3 CONSTRUCT 4" PCC SIDEWALK PER CITY STD. DWG. NO. 1015 m C:� LU R� (D— ADJUST MANHOLE FRAME & COVER TO GRADE PER CITY STD. 109 %P 114: m U D o6 INSTALL 5800 LUMEN HPSV STREET LIGHT (70 WATT. #7) 25 FT LUMINAIRE HEIGHT POLES SHALL BE MARBELITE OR APPROVE EQUAL PER CITY STD. DWG. #1016 C) Uj 00 REMOVE EXISTING TRAFFIC BARRICADE + + L6 + CONSTRUCT 30' WIDE COMMERCIAL DRIVEWAY PER CITY STD. DWG. 102-C AND DETAIL "A" ON SHEET 3 � �! lnil!2_ BASIS OF BEARINGS: BEARINGS BASED ON THE WEST LINE OF THE SOUTHEAST ONE QUARTER OF THE SOUTHWEST ONE QUARTER OF SECTION 36, T. I N., R. 6 W., SBB & M BEING NOO'06'54"E AS SHOWN ON TRACT 16085-1 RECORDED MAP BOOK 282, PAGES 16-20 RECORDS OF SAN BERNARDINO COUNTY. BENCIDIARK PREPARED FOR: YOUNG HOMES B.M. #361, SPIKE IN NORTH FACE OF P.P. 10370 TRADEMARK STREET #1536697E AT SOUTH WEST CORNER OF RANCHO CUCAMONGA, BASELINE AVENUE AND SULTANA AVENUE. CA 91730 (909) 477-6715 ELEVATION.- 1365.01 repare y: ALLARD ENGINEERING Civil Engineering - Land Surveying - Land Planning La 8253 Sierra Avenue Fontana, California 92335 �79) 356-1815 Fax (909) 356-1795 �;- I - (03 David S. Ha=er, R.C.E. 43976 Date (expires 6/30/2005) ()f E 3S H w No. 43976 m Exp. 6/30/05 C/V I\- CAL\� 9 - RANCHO FONTANA SPECIFIC PLAN DRAWN BY. SCALE: DEA STREET IMPROVEMENT PLANS 1"=40' DESIGNED BY: ____7 ISABEL LANE DATE: DEA /1-7 MAY, 2003 CHECKED B4"\ AID V Tj3Y., DRAWING NO.: DH eT CITY ENGINEER R.C.E. 51152 3143 .L.- Filenome: M:\DWG\15902\STREETS\FINAL—PHASE\ISA13EL & V1RG1N1A\St-2.DWG