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P 1 - P I-.. � 134J f �, '-Pro qs d o �f-� r - --- ,-- 7-- (_ --- -- I 1 4 1 311 - _= --_I - - __ _. ---. - - - - - - I- ____ :--=---- ____ - __ ______ ___ - __ - __ _ - _-::= - - __ __ - __ - _________ - ____ - - __ - ___ ___ --_ --------. _____ _ __ ______ � .__ ____._ 1------.-------"--------- __________._______ _____________X ____ - I- [� =- = - _._______ ,-,- - ��__] 33 34 35 36 I 'f F ��^ a I --- ------------------------ r I I MILLER AV NUE �_11 • - --1 a _ + ' - 1 I I I' Ir ---------------------------t- -------- ---I I L-_ _ Location Drown 8y; V • - I UMILLER-AVEN' I I Z�r � :, , ` .n, = , -. �_ I I I ` Pre used h Approved: pp z I Almeria a W Q t l -. Middle E . n w Schaal c L- - _- a . - " � w ' W I I }- I I I I Q a v I I I I I L- Ib I I 1 3 I I 1 IE I I- I�- • ,. � . . ••,r I C I G I 1.• ; • !...11...?' % :1''. P.. i . _) I < I c3l.-_41 ( ?:.•:•1.. ..:i. I I I I. I 1 I I I INDICATES SHEET NO. . I I I I I I I_- -_� Sheet index y BASELINE ROAD 'f F ��^ a w > w > " A w ! a a Project > a PUBLIC WORKS DEPARTMENT Location Drown 8y; V • - I UMILLER-AVEN' MILLERI Z�r � :, , ` .n, = , -. �_ I AVE. Checked By: if.L. -• YP' Approved: pp `�,,,,�.0 ,P' a Zt , -t '` . Dw No. 1, 9' °:: .,- ®6- 3 , _; _ _' a r t l -. E . n w e c L- - _- a . - " � w a I FOOTHILL BLVD. a . 1V R /1V 44.C?0' 44.�?C?► 1Q.001 b.m' 24,00'1 24.00' x.001 12.00' n.5'di ,�tj& 1�1 _J i114 IN - 0 s - -}- o, o7� V O. t E• 1 L � L 1✓- 0 :�)--------------------,-------L N 2. MI n N. 12. n 0 � ,,qQ �o'� 07 70, I $T, N � �; firrC� PA o n V 4 -.a �` ME N-, n 1 1ril- �L J I I � I I - I) I I ..� I - I I I �. D I 1'� I I` )� � �il�= I ! . I I 1 k ,�s r - •J < n rr1�-- I 5 1 (2 O R/IV D TYPICAL' SECTION Miller /venue : . !, 0.51 51 I � + .� '�c RAV t o o' � A - V 71, I 1 2�� LEVEL (?min. �LIIJE _- rr v C, D0xid� �zX15TIA1� P -+ ,, -.- - - I] ��.�-._,-��VE_ ENT ��1 I �^ a• __, V, I � I J W +1 I t, W ! G� I 2 1 . (D 4 Z > I Q9 I A TYPICAL SECTION R J N � 4 =N 1 . _ I. �i 4 I I 0 PrNoVl . t W01110NAL I � I ,t , - 5TEEL0\0090 M.H. AImerin Avenue -,�. _ . I t �- •� ��I _-:�e I I I r 8� LU I1 1 I 0la . A COVE7K FWfM ' (e"C',C) .,. I ' I I . ...tl • - I, I Q�1 STC , F RAMPr', _ I I . �� •'" _ ( 1' _ _ ,1 I I . 3Ct, Z? FC. - 5T0. Del: 10q. �• . # 4 BARS 12 ac. - -._._. ,� ` . _, _ - _ - 111 I -- - .- -- - - - 1) - • - - t'• L-------=- ISI -- ------ =-' ---- ----------------- - Ili -r -I - _'1 I -j11 o I STA,36+39.37 MILLER= S'j I I 1+J . ,, _00Lv III,LV 1 I I STA.27+58,41 TOKAY I .: 3. I EX1511!.IG �1A G Ti?t' BOTTOM Mi Iler � 5 Avenue TOT _ _ �,q 6 i LI;I � I , I --L qo� - - -- -- ` P,,c.f?• STORM O��Iti. fr - -) N89°52'32"E_ 19.53 I I I _ � : OD IJ _ CLEANOUT FRAME 8► COVER 4 _35 1 1 7- 'bC�.4± FI. i1 (See Detoll A) TR(MLINE II. I 1 --I------ "-S -5' ' - �•�±ToP C?F_ aa' 2 GLEt1R . .�.; a:--- - 8 -S - - - � ;I g ,#•4 BARS 6 oc. �• ., •a � _ , - 111,E I 1 I Cn'_nll = M�\t�l+-1C?1✓E , ` (---� , - -s--a- Q -- - - - - - - _G I-- i- - -�- - - - !, , #4 BARS 1211o.a - . _ • I- - - - - -1 - - - - - - TRIM LINE "? I I �. •± _ o 4 I _ „ ' - -- _' - --_ -- _' I I 1 - 6 . 116, - I,�, I I PROVIOE: �D1TIOWAL Sta. 27•t4700 s .,- `-_- r I I I CC'VF_R ff�Mt✓�2110.6� Almeria Avenue 11 11 ' 4`, `;t• ♦ t t, _, I 11 . �' . :. I . . a i• �' ' •�" •!. i .�. h 1. �� I feta i 1. t_La \`��`- i` _ '---'�� ; t ,, i i 1 I_ '-` C�'-^II 1 5C4NI_L- P -a + _ , p • O . - Q . =*,' . Qom` JI -----'-1--- I J ; , _ , 11 , .-�_ _ _ l.. _ - _ � t 0 I I �' . ". �� ``l11 %� ' I co I -' - - - _ g S I (� E � SE T I 0 N o N 1 2 11 11 'ToI I �� c? Mn�I1.�L� 'L ~�j + lU vz� I I G 1 I 1,` � . i1 oil �' M -c � . G 1 I •t.�tt• 1 �k�. I._ to (n \7 � 1✓ I I 8 . ' I �, I �i �� _ CONCRETE OX CULVERT Ci W C r r .vim X I I�' I STn. 2`1+04 ± >�eU I �+ I. `� - _ �. J r J J + 2 X 1u I I } i I W. F�. 0I (n ,P C; }�`�/i 11 ri I. I I , F? ox GULVE-R17 29G9FL. I I .. . ._. C(1 ti N _- �. '� '� .. ' _ _� .- - \�__� � - 9 diy__ - I "C\LI-14\Mf.)P41' 41630 1 .. . 4\5 5k-IC'\VW CIJ 5TD a .` - ' .. gi 1 ' " -1 I . - __ ___ - , rFk.4-)Me ,�e; a-vep) ,619 - - 77 8 MIN. • Sta. 27+07.00 0157 Y24. .. 6 . , FLOWLINE PER PLAN. Se@ Wq. - MIN. - N° 1442 to - Almeria •.. ..A... • 18"RCP, 2000D (TYR) Avenue . I I - ' . FINt51-15(1RFc1C1✓ 11 � •� • t • ' p'• CLASS"R" P.C.C.. , , VAR i C76 _ 7 - - a I �, I i, MC1X. PIPE 1.r. t 9 . - - ;.. �,. o , _.. _... #4 �AQ,S, Co" C?.C. `TO (' �1N� 51 f 5 (V<;FiT.� beta i I I ICI i .I I I I *" N _. *4>?)�:ft 12110--. �nT TOM AKIO 51OF5I / I �I� '! _ " y --_ PIPE. ENCASEMENT - , A A (g0hIz�) . - / . , . REVISIONS: _ i N0, DESCRIPTION ENG 'R. DATE APPROVED FATE 0 KRIEGER & STEWART o Z2�s RE-\r1br-0 T-' e•Er. 9 +_ (�xIST �V-Y,09,) 0 441) 6 ° - INC 0 RP RATRD z Rev15� A.C. StCTICW R� " _- ENGINEERING CONSULTANTS _ � 7 RIVERSIDE, CALIFORNIA (714) 684.6900 APPROVED BY ---�� 1) . __ 1 REGISTERED ENGINEER N Z� �Z-4 DATE 1 �q• /�___ �_ f._ J r __ . F . s VicinityMap N � sG nL E- 1 It I 0 a V* 'f F ��^ rI �� ` No. 25226 " A * UP 12.31.89 "I �114_ C/ 11- BENCHMARK: CITY OF FONTANA B.M. No. 508, top of iron pipe at the intersection of Tokay and Miller Avenues. E1. 1.342,37 I I GENERAL NOTES. 1 Construction shall be in accordance with this drawing and the CITY OF i . FONTANA (CITY), Department of Public Works, Standard Drawings and the Standard Specifications. , 2 The existence and location of underground utilities w re obtained from public records. It shall be the responsibility of the CONTRACTOR to locate, maintain, and protect all utilities during construction.. Any utilities damaged during the performance of the work shall be repaired -or replaced i i h satisfaction i n h CITY h CONTRACTOR'S expense. r - tot a sat s a t o of the C at the CO TRAC P : 3 All stationing is based on street centerline. 4 Trim edge of existing pavement, where new pavement joins, to. a smooth straight line. Construct match -up paving and overlay paving as on plan to produce a smooth section. 5 It shall beresponsibility of tho CONTRACTOR to the right -of -1. way, in accordance with the provisions of law as it affects each utility, including irrigation lines and appurtenances, at no cost to the CITY. 6 The CONTRACTOR shall call in a location request to Underground Service Alert (USA), Phone No. 1-800-422-4133, two working days before digging. 7 All flagged elevations shall be staked in the field. ' 8 A Record Drawing (AS .BUILT) showing .actual construction shall be I provided to the CITY by CONTRACTOR, CONSTRUCTION NOTES - , 11 1 8 cur and gutter per Standard Detail g No 10 1 I 1 '24" concrete sidewalk as shown on Standard Detail No. 100-C and 105A. R.(Damped curb return per Standard Detail No. 104A and 104B. , . ,d,tt 0 0 Trim existing pavement as shown on drawing and install fir' A.C. paving over compacted native soil (95% minimum relative compaction). 0 Overlay existing pavement to produce a smooth section (1" Minimum). 60 Adjust manhole frame and cover to grade. I �' J Construct reinforced concrete Discharge Structure per Standard Detail No. 124. 0 . Construct concrete box culvert per Detail "B" hereon. . 9 Install 18" R.C.P., 2000 D storm drain piping. i10 Construct junction -structure per Detail "A", Sheet 1. . 11 Remove eucalyptus trees in street right-of-way. 12 Construct 6" concrete driveway approach per Standard Detail 102-0. 1 W=driveway width. . - _ -_ . - 13 Adjust water valve cover .to grade , e_:.J I -- _ - 14 Provide standard frame and cover per Standard Detail No. 124. y ESTIMATE • OF` QUANTITIES: } I• J, �. • 8 curb and gutter per Std. Detail 101 _ i_ �." concrete sidewalk - • 10,300 5.�, Match -u 40,100 S.F. I- A.C. -over"lay- "_. - 23,400 S.F.1 _ I_A.C. removal. 7$00 S.F, i Concrete: junction structure per Detail "A", Sht. 1 2 EA; ' Concrete discharge structure per Std. Dwg. 124 - 2 EA. • 18" R.,C.P,, 2000. D . , 80' L. F.. Concrete encasement per Detail "C", Sht. 1 18 L.F,`,I -Tree removal all Eucalyptus trees within right-of-way) _ _ 55t EA . _ _( --_ __ -Y- _.___-. --_ .. ___�, -�._ -- - - - Construct driveway approaches per Std. Detail 102-� 5 EA. Construct concrete box culvert 314 L.F. .:, • I 1; . I 11 1- . CITY OF . - , FONTANA CAL. I PORN I/8 .- ! , I PUBLIC WORKS DEPARTMENT I. .. Drown 8y; V • - I UMILLER-AVEN' E . TG�CAY- AVENUE TO 340' WESTERLY Sca le x // �"- ' f/ • ', oO ��, �.UI � :, , ` .n, = , -. �_ Designed By: av Date: 2-24-• �Pg Checked By: if.L. -• YP' Approved: pp `�,,,,�.0 ,P' a Zt , -t '` . Dw No. 1, 9' °:: .,- ®6- 3 , _; _ _' ... CITY ENGINEER RCE_ No.M,p -. i -.FP# t l -. � 1 . n __ 9y. �' ` , c L- - _- a . -