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HomeMy WebLinkAbout3698-5 I ' `•,(rt4i 410 t. , . -r- I. 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U J GNB I 3 I \ C) DEMOLISH & REMOVE EXISTING HOUSE INCLUDING CONCRETE PAD i W 28- 6- - , x��; - -r- - -.a APN. - sluff _ - �"' I - - - r ® INSTALL TWO (2) 4" PVC SCH. 40 (WHITE) PIPE SLEEVE WffH END CAPS \'''\ .. , APN. W 3 I m (...: I ( I INSTALL TWO (2) 2" PVC SCH. 40 (WHITE) PIPE SLEEVE WITH END CAPS OPOSED R/W w v, - I. 1 fe inl DENSE BRUSH co .j1�, _ 8-1 ; f g �., N cNi L-9 `� 228-081-0 - ® �O =' I 3 v( I APN. I ® CONSTRUCT GRADED SWALE PER SECTION A ON SHEET 8 ' J In RELOCATE EXISTING FENCE TO RIGHT OF WAY ..7. Q►� ® F � - - $ W a co I Z " - 81- 12 81.0 ■ 1► L_ - MIL _ ® 1.i N N Pr) I �' I GRADED %ALE " • CONSTRUCT 8" PCC CURB AND GUTTER PER CITY STD DWG. N0. 1003 C �`C20 ] -r .� D�Mir ��t� ®AO aoilliakinialCSI -I- co II I = to ® c , CONSTRUCT 8" PCC CURB ONLY PER CITY STD DWG. NO. 1003 t1� ____ ' � •r *,t3 Wile _ , - �'=- + � N -r _ 1 C) CONSTRUCT CROSS GUTTER PER CITY STD DWG. NO. 105 (MODIFIED TO 8" WIDE) .� �' wrzWi,--;-.--.--v.Nimiir �IN=.E.�li:r�/�.1-iNi7 � i���% ',froLirai -SIR] ��1 -7 Ili.._Am; -- ' �� 1 r- ••lirlierrall 1 ,.� 0 INSTALL BARRICADE PER CITY STD DETAIL 118 ����.�.-a=:• i.+ � ..,•...bmm.�-:��aif ��..���� ��� �:10111.1anlivol24.111111.1b., ® ADJUST MANHOLE FRAME AND COVER TO GRADE PER CITY STD DETAIL ]09 W W �ttt�ttt��:-li..ys•.�. �_�� 4�P��� .1t�0 ® , N89'S9'1 .:1111111.' 0 /'1 � a © © �i'7 _\ .�,. I Z tT.) Ig1===PAIMII= " ► "� GRADE LIMIT AllMille.,1121111H,7le: • INSTALL STREET LIGHT 9,500 LUMEN PER CITY STD DWG. NO. 1016 V ® RR , dr c.. .:- , ik. G• E Aiiirm, ....,.. 4,,goil� air O ,, w ■ r r��r�.r .� �:.�yt.:..�, CONSTRUCT CURB ACCESS RAMP PER CITY STD DWG. NO. 1006 ._ �- - ,�� ' M�Ir -�� _*�_�_,- jIL,,,,,lpioaw 61 ..111117srela® laj W Ln ® CONSTRUCT 4" PCC SIDEWALK PER C1T1' STD DWG. N0. 1015 (6' OR i 0' PER PLAN) r>�* p t �-� . ► ��►� bifi '�"'� - _ b _ CONSTRUCT 5.5' A.C. PAVEMENT MIN OVER 12" OF 959 COMPACTED NATIVE - .� < Ro r� tr�'1��iI. gV.'eaL-iw----- ...f.=w--- ----L- ♦ '� ��•�r"'' �w"�"' �iwr�'a'��,.-moi `""'.- - ---,�1� ►i[/ .-_ _ ..._ ,3 -- --�: :=.� - .• - ® (SEE GENERAL NOTES 3] AND 32� w �=sem` :i ._.. / i�/ �■ - :► rs�..- 1- �fr)Iai a f'i% � _ -�•�`IAD ' - •i�7; ill& ©10,... .- .t _ 7�1■,,,.L ■�,�� �` __o�,a :r... y" _�. , R --•' - .4.-•.n.:, u!Syy 014. ',` ^ RW_ _ ► O1�7 Ate- �- - v_.' -' -al I- O _ -- -�� s� _ fir.- I4r •�� - ' •%,go t -'- .1 •.w 1I r •. it���../•. -- _ �.-.- _ - �- �I�" ",111.111111111W._ -- - ! �. . :.. .r a' :�-- -ate W �' f • tea- ► t- V�"..'+.�►-- -'-'��- ' ,�4 -.-.. 'w� � v= __ Mara ... ,r- `_ � •aa 'r■- - --���_ `� ;\\rf�./� rb ��� © PROPOSED R W / 77 rc s =cF -�.�iiiirWi��nif-)97 ,p, s cF -'iC�7 - ' ,� 1 t . ��rGRADE LIMIT / . 5.27,T, .. r.. .07 _ .� �r,Ns oo ®� R ► �' ,► �4 , �r'"".:L._ .atet + In j1 ,yet`' --- -II ( A © -t `� 1 D `rj K_ CURVE TABLE 'USN TRACK t 2. 1 - ,� 00 __ ., �, '1 _ 7 co 8 '1�.ws w 13 N ECR - op f \ o `:' a ,� ® RADIUS DELTA LENGTH TANGENT + / + v. �., U ( 1 1� 1448.54 TC-6e. 0 `, . . " 111111101 "' / •I- V 115 1 Lu'' GMv 14 - '"'r` 1448.04 Ft - ' '■ _,� A . �' �� ��, A 5.00 180 00 00 15.71 - in I * , 20' 1 'i M ; O8 141 0 � , °BCR PROPOSED I `� t + I 1448.75 TC 6" CF GRADE LIMIT .�� B 35.00' 90'02'58' S5.01'� 35.03 "' / I + II I �'� TRAL! m o II 6; 1448.25 1448.25 FL C 820.00 9'2219 134.13 67.21 I II I I i o oz oo o �'2' w 1" t APN. D 830.00' 9.22'191 135.77' 68.03' / I I 24 N Q z- Z°p2' • , E 850.00 9'22'19" 139.04 69.67 I I I II I M i 20' 20' 12' L., o -- . , r , / R II J/ + o m c3 o F 800.00 9'22 19 130.86' 65.58 i 228- - 7I I I I / \ O W a 0• ! I , / I r I .t / `` f \\ _- rn I---�L o + I I I �»-1 I I . °D Z =N v 4v E i y t ': 1 /"l/ G 825.00' 9'22'19"" 134.95' 67.62 • & CLEAR LAKE WAY ^ F- H 35.00 86'51 16 53.06 33.13 WALNUT A VEN OF ^ _M ~ O J 35.00' 8714'03" 53.29' 33.35' TAHOE WAY 2 N,m PER CITY DWG N0. 3843 K, o K 800.00' 9'22']9" 130.69' 65.49' .. ; PER (QTY DWG N0. 3843 + 0 , , " SHEET 4 OF 7 SHEET 6 OF 7 --W L 825.00 9.2219" 134.95 67.62' M 851.00 3'00 24 44.66 22.33 N 35.00' 89'57'04' 54.95' 34.97' LEGEND: PROPOSED AC PAVEMENT GRAPHIC Sof 40 0 20 40 80 160 BASIS OF BEARINGS: � GRIND AC PAVEMENT THE NORTH LINE OF THE SOUTHEAST QUARTER OF SECTION 36, \\\\\ AC PAVEMENT SAWCUT AND REMOVAL (N FEET) T1 N, R6W, S.B.M. AS SHOWN ON TRACT 16568, mat.■ a0 FT MB 300/59-62, BEING N 89'59'12"E --, [I) 0 p O REV. REVISION DESCRIPTION DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF REQUIRED ORIGINAL BENCHMARK Prepared By: e4�F ass ioti CITY OF FONTANA, CALIFORNIA __, IMPROVEMENTS NOT COMMENCE WITHIN PREPARED FOR: CITY OF FONTANA BM-361 82ALLARD ENGINEERING �,� S "A �� CAPITAL IMPROVEMENT PROJECT PHASE IIA LO R.R. SPIKE IN PP N0. 1536697E AT THE SW CORNER ,1\0 ; F _ TWO YEARS OF THE DATE OF APPROVAL CITY OF FONTANA OF BASELINE AVENUE AND SULTANA AVENUE. Civil Engineering - Land Surveying - Land Planning �� OP �� 2� I STREET IMPROVEMENT PLANS SCALE: rELEVATION: 1365.01, SINCE DESTROYED 0 DRAWN BY: otit ,, SHOWN HEREON AND CARRIED FORTH IN A 8353 SIERRA AVENUE 8253 Sierra Avenue m AE O AS NOTED DIAL /� TWO WORKING DILIGENT MANNER, THE CITY ENGINEER MAY FONTANA, CA 92335 Fontana, California 92335 No. 43976 �, WALNUT AVENUE BEFORE DAYS BEFORE REQUIRE ! F ANC TOSITE BENCHMARK (909) 356 1815 Fax (909) 356 1795 �� Exp. 6/30/07 DESIGNED BY: DATE: REVISIONS TO THE PLANS.., (909) 350-7610 „ * JJ & EW FROM STA. 52.50.00 TO STA 63.00.00 MARCH, 2006 W YOU DIG YOU DIG BRING THEM INTO CONFORMANCE WITH FAX 909 350-6618 SW CORNER, SEC. 31, T.1 N., R.SW., S. -2 I.P. (-.,) , ,c 11f s� �P Q �� I ( ) WITH BRASS CAP, C.S.M. AT THE INTERSECTION OF •1� �O` 7 '��O 9 C 1 V I ,r' CHECKED BY: APPROVED BY: DRAWING NO.: TOLL FREE 1-800-227-2600 David S. Hammer, A.C.E. 43976 Date F 4 5/ o A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT CONDITIONS AND STANDARDS IN EFFECT BASELINE AVENUE AND CITRUS AVENUE. 30 OF CALF DSH - e-�-, 'T�%�� ''l�c� - /2,./e767 369$ (expires 6i w12007) •h10 a-'. 9EVATIG>�13916 I CITY ENGINEER R.C.E. 51152 FILENAME: M:\dwo\14908\FINAL DESIGN\STREET\PHASEIIA\WALNUTAVEST5.dwa