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HomeMy WebLinkAbout3724-2VERTICAL: 1"=4' HORIZONTAL: 1"=40' ( i I ? S r 'E t ,, —PROPOSED DETENTION', BASIN CALE. 1 "_ �� 'i ; SEE SIERRA DETENTION IO BASIN � I 40� it LE.- -s_. ,PRECISE GRADING PLANS FOR •I GRADING & DESIGN SIERRA DETENTION' BASIN SEE\,PRECISE GRADING PLANS I FOR RIP -RAP` DETAILS _ • � ! • � II J , i ` •\ -t- .� -rte _ � �•.�'> _•- r. ----,c J• -•--r ` �5 � :,�.— �-, i-1,-_�t�-" •---i ) i I p GRAPHIC SCALE �' � � � � r_' tr 7 `� 1 i '�(�^,l-�v�-^--_,J ,'\/. - _ ^1 j f-� 1 +";'r � r �,.I �`-� _-�3.T_i•,, S�.t t`\._ - i tj l `�t�. � J �� � _ � ,•'� : it i I 'i � lj � �j � Wit. - _ s 1 ��� . },�- •} )•--1�.-'\'- �`- �� ,i -j 1 \lir-�•��- ;,• "1 _� `�1 ril^ � ,�--t I �C. . r I } go 1 40 20 0 20 40 80 160---- r 0126 1 1 1 1 1 1 1; 4 , _ _ .. :� _ t , _ ,._ t-� - -�—•- . 057...�;; ''..��; -, c :,�;\.-'. 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LI ,� `A EXISTING 1,4,' 9., B �! 0129 �- d- `v rn C 0 -A v II PA ''�FOR SE 77 N A �t � CL IN RS 1TON J, ..._ LINEA ' ; i `.' — — — — - Ds5 -7- I D129 od � oo SEE SHEET 1 co �' - a_ 1 , a _•�?: �,. -•,. � F• '•1._._r:�+ �'' �.:� � - i= -cy--.r-.�•i-_-- � � fl a p i •,t .+ cV + nl w w S PROPLE HEREON \ _ _.-__ ._._..�..-�- :� -• t �, I V t i - tel, ' ^ S L• i 1 i , - ,. , i -' .l 1t •"� 'tr. _ \I I.1.' ` 1 1 t - _ ,r_ St. /�'�•- �,..r !r'�= :'-S S� �..� / --- 1'? �/ �'` • �” ♦ t�\ '� J '; J �( ?J I .-i:, t� f l •.. - .--_—.t_—._.—.— _ , F 1-- _>i - _ ._ _ :l , jtirt"t �-� '•` _ f ".i_ % -''h• 4 ''� \ � '\ , J l,` .�� I ��- i : i ��',� �•f i , % � 1'• ._ � - �-- f 1 l 'tom17' _ + _ + �i I ; r-- 39+_1 X1.70 EC —1 , . - i . ,. .r r. "i t . T, •-i+:�^ S r _ __ _ _ .��_- . --_._—.___�-_ �... _ - .."-...-_ Ivy - i_y L.J t!7+ 'fa- c r_i -1n CONSTRUCTION NOTES 015 INSTALL 54" RCP (D -LOAD AND PROFILE AS SHOWN ON PLANS) 032 CONSTRUCT 5'x3' RCB PER CALTRANS STD. PLAN D80 057 CONSTRUCT MANHOLE PIPE TO PIPE PER APWA STD. PLAN 320-1 Ds3 CONSTRUCT JUNCTION PIPE TO RCB PER APWA STD. PLAN 333-1 Ds5 CONSTRUCT TRANSITION STRUCTURE RCB TO PIPE PER APWA STD. PLAN 342-1 D12s ADJUST MANHOLE RIM TO GRADE AFTER FINAL SURFACE HAS BEEN INSTALLED D12s PROTECT EXISTING UTILITY IN PLACE (TYPE AS INDICATED ON PLANS) 0131 SAWCUT AND REMOVE EXISTING PAVEMENT AND REPLACE IN KIND AFTER CONSTRUCTION (PROVIDE SPECIAL SHORING BY CONTRACTOR AS NECESSARY) 0161 INSTALL CHILD PROTECTION BARRIER (TRASH RACK) PER APWA STD. PLAN 360-0 0194 INSTALL BOX CULVERT WINGWALL TYPE A PER CALTRANS STANDARD PLAN D84 D22o SAWCUT AND REMOVE EXISTING CURB & GUTTER AND REPLACE IN KIND AFTER CONSTRUCTION DIAL TWO WORKING BEFORE DAYS BEFORE YOU DIG YOU DIG TOLL FREE 1-BDo-227-2soo A PUBUC SERVICE BY UNDERGROUND SERVICE ALERT BENCHMARK ELEV. 1077.40 LOCATION: CHISELED BOX IN EASTERLY TOP OF CURB TAMARIND AVE., 60' SOUTH OF TAMARIND CT., 500' SOUTH OF SLOVER AVENUE. * NOTE: HORIZONTAL AND VERTICAL LOCATIONS TO BE VERIFIED IN THE FIELD AND ENGINEER NOTIFIED OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. e RECORD DRAWING 7/01/07 1-11-01 e REVISED LOCATION OF LINE A 12/28/04 M)IPM I-lLb-b' NO. REVISION DESCRIPTION DATE ENGR. ITY DATE NOTE TO CONTRACTOR: I ANY EXISTING FACILITIES OUTSIDE THE LIMITS OF THE STORM DRAIN TRENCHING (STREET LIGHTS, CURB & GUTTER, POWER POLES, WATER LINES, ETC.) SHALL BE PROTECTED IN PLACE. IF ANY HAVE TO BE RELOCATED, THE COST WILL BE THE RESPONSIBILITY OF THE CONTRACTOR. SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT 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 STANDARDS IN EFFECT. Aw jw Q�QFESSIQN�I�`, '7'lt� �Q� X90.• z+ NO. 33366LW ; m EXPIRATION me. '*'.• 6-30-2006 •. *�� CIV11. RECORD DRAWING Hu�rrzo� Huitt-Zollars; Inc. Ontario 1101 S. MILLIKEN AVENUE, SUITE G * ONTARIO, CALIFORNIA 91761 * (909) 390-8400 PREPARED UNDER THE SUPERVISION OF MAURICE H. MURAD 091 33366 R.C.E. 6-30-06 EXPIRES DATE COURSE DATA ❑ BEARING DISTANCE 1 N39'5424 "E 119.35' 2 N00032'15"W 725.24' 3 N89'27'45"E 111.76' CURVE DATA 01 A R L T A 40'2639" 45.00' 31.76' 16.58' B 90000'00" 22.50' 35.34' 22.50' oQ�pFESS/oA�N r , v =' a . m N0.33366 ,, EXPIRATION r a 9� 6-30-2008100 �� s • CMI- -'L�Q', f 1 T47Z7 OF CAN5 ?-000) CITY OF FONTANA, CALIFORNIA 17S u OG3n�ii]DIn U-laOo MC��i]C�Mn 4 l�L LaGv1�S DRAWN BY: I I SCALE: DESIGNED BY: CHECKED BY: DETENTION BASIN 41NE A FRO JURUP AYE TO 950' NORTH APP OVED B C11Y ENGINEER R.C.E. 51152 DATE: 3 7/1F/67 N 0 z it 0 i 0 N O N O 0 DATE: a N DWG. N 0.: 2 7�� 5