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HomeMy WebLinkAbout4091-7�PSC=ALET--l'�=40 PROP. PARKWAY DRAIN PER STORM DRAIN PLAN Wv � EX. 4' WIDE � :CIL NcZ SIDEWALK EX. R/W 16+00 c TRACT BNDRY. � 15' TRANSITION I V II i FROM 4' ■■ 'oma � �� ■1� ��2 w ■ � i IN CONJUNCTION WITH THE CONSTRUCTION my DWG, 4093 ■ ■■ i■■' rn PROP. >cm �jQ pZ ' Qp ""�■i■i■!�■■■ mZ �� WWW�Z� Qmc� Q Q��W z I; O( W �� LIJ 300; 40MPj' k�>k ccW ■i ■ice■■ LEX. � Wcat: O1 I EX. WATER, -_ _ 21+00 f �� 7 G •, TRACT BNDRY. a_� r-rmr-rr ni i■■i■■!■■ice! Milo, MEN, w—a moping � rig c 'ME l��� �� •_�I!l1�31��e�ii� � S �■■■■■■■■■■■■■i _!N■■■■■■■Ea'e7■■■��■■■� ON moose Mramm".1.206a W-Ift Room � N■■ ■■■ ANN■N■■■■■■ !.... !::•�������i��`� .. - iiilillii� �................ ;.... liiiil111� �PSC=ALET--l'�=40 PROP. PARKWAY DRAIN PER STORM DRAIN PLAN Wv � EX. 4' WIDE � :CIL NcZ SIDEWALK EX. R/W 16+00 c TRACT BNDRY. 0 E �r Pf4 3 (J 1 � i \ r•�i — 18+00 j V 15' TRANSITION I V II i FROM 4' TO 5' SIDEWALK 'oma � Q) '' m � EX. R/W W O ., II O � �m ��2 w 140'± EX. 4' WIDE SIDEWALK TO BE REPLACED V� o IN CONJUNCTION WITH THE CONSTRUCTION my DWG, 4093 _ rn PROP. >cm �jQ pZ pZj �� Qp Z mZ �� WWW�Z� Qmc� Q Q��W z I; O( W �� LIJ 300; 40MPj' k�>k ccW Z, Rlw LEX. � Wcat: O1 I 0 E �r Pf4 3 (J 1 � i \ r•�i — 18+00 j V V I V II i 51 4 �lQrZZ� 'oma � Q) '' m � EX. R/W W O ., II O � �m ��2 W m 140'± EX. 4' WIDE SIDEWALK TO BE REPLACED V� o IN CONJUNCTION WITH THE CONSTRUCTION OF PARKWAY DRAIN PER STORM DRAIN PLAN DWG, 4093 TOLL FREE -qqmmFp'-1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. r� 7' 11-4 11-4 OOW71GUOUS OkY DETENTION/ INFILTRATION BASIN PER TR. 17460 1 SCALE IN FEET 0 40 80 120 160 BREEZY STREET SEE SHEET 5 -0 12' %. 3 7 _20�0 - 20' / C REVISION DESCRIP71ON 2EcoRr LRA w�icic R—Pg7P.E EX. CURB & C Y J-83.63 3 1 151' TRANSITION FROM 4' TO 5' SIDEWALK j V V I V II i 51 'oma �m ��2 W m k V� o W�pap� _ rn PROP. R/W m +Z O W N 300; 40MPj' 6 LOT "B" Z, Rlw LEX. O1 1 EX. WATER, -_ _ 21+00 f �� 7 REVISION DESCRIP71ON 2EcoRr LRA w�icic R—Pg7P.E EX. CURB & C Y J-83.63 3 1 151' TRANSITION FROM 4' TO 5' SIDEWALK j V V V II i 51 'oma �m W m k V� o W�pap� _ rn PROP. REVISION DESCRIP71ON 2EcoRr LRA w�icic R—Pg7P.E EX. CURB & C Y J-83.63 3 1 151' TRANSITION FROM 4' TO 5' SIDEWALK EX. R/W W TRACT BNDRY � rJ .�j`l _24049_53,-24 .A.P.JV j/ j V V V II i 51 _ PROP. R/W +Z O W 300; 40MPj' 6 LOT "B" Z, Rlw LEX. O1 1 EX. WATER, -_ _ 21+00 f �� _ .SEWER G •, TRACT BNDRY. a_� r-rmr-rr ni EX. R/W W TRACT BNDRY � rJ .�j`l _24049_53,-24 .A.P.JV j/ j V V V II i ' `/ +Z O W ii i 4, WIDE SIDEWALK Z, Rlw LEX. w O 10 23+00 24+00 G N G i j/ —— — / l , EX. RIW J 7 CYPRESS AVENUE DATE ENGR. CITY DA 7E SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH /N A DILIGENT MANNER, THE CITY ENG/NEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND OU g. 7*PA64 STANDARDS /N EFFECT. CONS TRUC TION NO TES O CONSTRUCT 4" AC PAVEMENT (MIN.) OVER 12" NATIVE MATERIAL COMPACTED TO 95%. (SEE GENERAL NOTES 31 & 32). 20 CONSTRUCT 8" CF P.C.C. CURB & GUTTER PER CITY STD. PLAN NO. 1003. 4A CONSTRUCT CROSS GUTTER PER CITY ST. PLAN NO. 104 MODIFIED (W=10) © CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD PLAN NO. 1015. 9O ADJUST MANHOLE TO GRADE PER CITY STD. NO. 109 14 GRIND & CONSTRUCT 0.1 ' MINIMUM AC OVERLAY PER DETAIL HEREON 15 SAWCUV REMOVE EXISTING 8" CURB & GUTTER @ WESTERLY SIDE OF CYPRESS AVE. 0 ADJUST GATE VALVE TO GRADE PER CITY STD. NO. 130 19 INSTALL STREET LIGHT 9,500 LUMEN PER CITY STD. PLAN NO. 1016 (SCE 117) CURVE TABLE CURVE DEL TA RADIUS LENGTH TANGENT Ci 89057'17" 35.00 54.95 34.97 C2 90'02'43" 35.00 55.01 35.03 BENCH MARK.• BASIS OF BEARINGS: THE BENCHMARK /S A T SOUTHWEST CORNER THE BEARING OF N 89'5648" W ALONG OF WALNUT & SIERRA AVENUES, 32 FEET THE CEN IERUNE OF BASELINE AVENUE SOUTH OF WALNUT AVENUE, 42 FEET WEST OF SIERRA AVENUE, DRIVE PIN /N AS SHOWN ON PM NO. 1588, P.M.B. 17/95, PP#144113E 70-63 FACES /N7ERSEC710N. WAS USED AS THE BASIS OF BEARINGS ELEVA TION: if 1470.7550 1 FOR THIS MAP. Prepared Under The Supervision Of �OQROFESS/pN�F` MA DO L E DRAWN aY.• 760-A S. ROCHESTER AVE. w No. 36637CASSOCIATES,INC.ONTARIO, CA 91761 CF/AA 909.937.9151 Exp: 06-30-08 * Engineering Communities for Life www.madoleinc.com DESIGNED BY. �FCAL�F Date C 366.0 , EXP. 6, WENDELL L. /WA TSURU RECORD ®RAIZ THESE RECORD DRAWINGS 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. CC CHECKED of _ LP ritj FESS/ �� m C 36637 ;0 >t4r CIVIL sTgTFOFCAL�F1 T1/Z7/1v 2 C/T Y OF FONTANA, CAL/FORN/A S TREE /MPRO VEMENT PLANS C V PRESS AVENUE SCALE: TRA,CT NO. 16383 AND 17460 AS SHOWN FROM 995.78 NO OF BASELINE AVE. DA TE.• ,IT0 228 N F BREEZY STREET FEB. 2006 APPR VED BY DRAWING NO. ' Z� 4091 8 EN R. C. E. 51152 DA TE J:\652-1942\streets1st07.dwa. 9/14/2006 4:54:36_PM. Comek