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HomeMy WebLinkAbout3874-2R/W sa' 32' 32' 12' / 20' 20' TC 12' q' 8' 12 12' 8' 4' . 63 FL 1050.45 LEVEL LINE 106 .37 TC 1049.78 (0.54') � (0.54') 0.00') (0.24') ' TC (0.00') - - - -- - - - -(0.302 -(0.24') - - - 47 t .b •. ` d• 'Sa•tb,'rd .a .af•oJ t.�q; i•b•ti'bi'v.•t.b• - -.- - ' •d• t'�a 'taw'eVI.t k _•' , SIDEWALK � I TC SIDEWALK 29 CITADEL AVENUE STA. 1050.27 2-1/2 AC OVER 31 1033.47 TC 12" COMP. NATIVE CURB& GUTTER CURB & GUTTER r 891 CF 8" CF .� 1033.74 TC ELM AVENUE (FOR REFERENCE ONLY) 1033.24 FL N.T.S. tR/W 50' R/W 5 t 5 PUE PUE 25' 25' - R/W 7' 18' 18' 7' 6' 12' 12' 6' 4.5' 2.5' LEVEL LINE i 0.27' TC LEVEL 0.03' 0.27' SLOPE 1/4":1.0 Fi _\- - - SLOPE 1/4":1.0 FT .. - - - -rte ,o•t- .. ;•o;•t.b•1�. .. :• �.\ _' � a••k 8! • d ..0 f•• • t •gyp; Jibr...b i••v i. t .b • ••' 2 SIDEWALK SIDEWALK 2 4" AC PAVEMENT -0 1 6" CURB & GUTTER MIN 12" COMPACTED (-"6" CURB &GUTTER 1 ' NATIVE SOIL TC = � + 0.03' TC = + 0.03 FL = - 0.47' FL = - 0.47' TYPICAL STREET SECTION (6" CF) BENCHMARK SAN BERNARDINO COUNTY B.M. OF 627, NAVD 88 - ELEVATION: 1011.70 FEET N.T.S. LOYOLA COURT STA. 10+00 TO STA. 21+82 CITADEL AVENUE STA. 30+00 TO STA. 39+89.24 TUMERIC LANE • STA. 39+89.24 TO STA. 42+38.68 TERRACINA AVE. STA. 50+00 TO STA. 51+19 TI = 5.5 GRIND 0.10 EXIST. PAVE OVERLAY 0. H� 1032.73 TC / 1050.3 TC f 1049.85L TC 1032.23 FL 106 . 63 FL 1050.45 1032.92 TC 106 .37 TC 1049.78 FL CB#7, CAE 1032.42 FL 1033.17 TC 1050.64 TC LOYOLA 1032.42 FL 1049.89 k TC f q CB # 2, CASE I TC 29 CITADEL AVENUE STA. 1050.27 FL 31 1033.47 TC 1032.72 FL r .� 1033.74 TC 1033.24 FL r � 1033.97 TC f a 1033.47 FL f t LOCAL DEPRESSIO NO. 111" N.T.S. CITADEL AVENUE STA 31+ 9. .1' / %Afd"%l 1-r ""1D REMOVE =MENT EXISTING A.( RETE CURB LE REDWOOD APPLICABLE rd I EXISTING PAVEMENT NEW PAVEMENT EXIST. BASE MATERIAL NEW BASE MATERIAL DETAIL "B" PAVEMENT CONNECTION 5 NTS 1 TOLL FREE -q"mmmww'1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT --_ 'lI-i"c - moi✓: :� • •t - ,cb• 5 •.n• i�. a 3f t -Yi •t�t'k. � � 9 +r":'} �i�r,•�•Y� } t q�'ki S' ''�. r *E�` .r•tiri` .�,�'v 4 ti;r. ti J, %:'t r A. �� .p ai•< �,� �, ryr `.�. ,v. i�� �. ��,.' � �;y.;fir r r' �'�?i� e., 7 ��: :r.:M1 t !A i i"'• R,�yr ir} ^7 „yt�"'`''I ,��-,� -�� of � �' Y•3 �% it"•:.:iv�li:5vr f:lti.,��'..:k�����"6 ;��.{.^L''."..:L.3 \ Ji.^'�S. <-I- J . REVISION mo d 8y: WENDELL L. ,D.-�sU)�c,� MA DO Lz aND AG&0C.1A-T=, 11VG 9 3c>Z Fil7s$(A RGI4 AVO'., ctA rM 230 RAt4clr-VO C4AC%M M V"aA , CA q 1730 �;A-ONta : rgoq) 401- 322 REV. REVISION DESCRIPTION DATE ENGR. CITY 1 )Zf:7C-oJ20 P)RAWIJ46 *1111 RECORD DRAWIN F %f am' Tf i +00RD DRAWINW HAVE BEEN PRVAIM DI PMff,ONTHEWIISOFINP-jRo.%u7.0NCOMPKEDAND fi1l�I�r�p BY OTHERS. THE EN61NEER WILL P' O l � E FOR ANY ERRORS OR OMISSION$ WWN �loin TED WTO THE DOCU&Wg A$ A1� DATE 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 CONDITIONS AND STANDARDS IN EFFECT. ECR / 1050.3 TC f 1049.85L TC } 106 . 63 FL 1050.45 TC 106 .37 TC 1049.78 FL CB#7, CAE DLOYOLA COURT S A. 10+49.7t;' 1050.64 TC LOYOLA 6. COURT STA. 13+70.38 1049.89 FL TC f � 1050.77 TC � 1050.27 FL r LOYOLA COU T STAB to LOCAL DEP E SION N T.a LOYOLA COURT STA. 3 f I {r4 >r� -10& 4-.71 1064.21 FL ` 1064.95 TC 1064.20 FL CB # 5, CASE A oo 6 LOYOLA COURT STA. 13+77188 1065.29 TC '. 1064.54 FL 1065.54 TC 1065.04 FL 2V3R�� i DEPI16SI6K N . S• , tt N.. C-60RT T. 57TA.//l 0+70.9 R 1 'f 1050.43 TC 1049.93 FL 1050.60 TC �jl•�. j 1049.85 FL � i � CB .# 6, CASE 11 (LOYOLA COURT STA. 10+70.95 1051.29 TC 1050.54 FL 1051.46 TC 1050.96 FL frj e. atS•ti / f 1064.13 TC } 106 . 63 FL 106 .37 TC I• . 106 . .62 FL f f CB # 4, CASE A LOYOLA 6. COURT STA. 13+70.38 1065.15 TC 1 1 r)r-A 4 f 1065.39 TC FL LOCAL DEPRESSION R SSION N . O 4 N.T.S. LOYOLA COURT STA. 13+70.38 00 00 rj re 00 00 00 N N N N � W N W N W N .p cp W bo D I- �� 0 L co00 CL rn rC7 D m LO Ln D cy)STREET CONSTRUCTION NOTES 4 00 0 J O CONSTRUCT 6" CONCRETE CURB AND GUTTER PER CiTY OF FONTANA STD. PLAN NO. 1003 29 � OCONSTRUCT CONCRETE SIDEWALK PER CITY OF FONTANA STD. PLAN o No. 1015, WIDTH AND LOCATION PER PLAN N N O CONSTRUCT 4" AC OVER 12" (Min.) OF 95% COMPACTED NATIVE MATERIAL N O SAWCUT AND JOIN EXISTING AC PER DETAIL "B" ON SHEET 2. 0 6O CONSTRUCT LOCAL DEPRESSION PER APWA STD. PLAN 313-1 MODIFIED K•=L=0.0', N=5.0'; CASE PER PLAN AND DETAILS ON SHEET 2 N 0 29 CONSTRUCT LOCAL DEPRESSION PER APWA STD. PLAN 313-1, CASE PER PLAN AND DETAILS ON SHEET 2 0 0 0 LEGEND T-1 Co ggggg PROPOSED AC PAVEMENT , n ��?r?7`r•`4z�•num;sr,/•'.-''•.,;�,L;T':,:1<.r^��s�b:�?ii;;_:t�. V J Ln PROPOSED SIDEWALK N J 4. Lli 0 0 PLAN PREPARED BY:CITY OF FONTANA, CALIFORNIA of o QROFERSS! py9l VAN DELL AND ASSOCIATES, INC. TRE Co Gp,Q FZ� CIVIL ENGINEERS STREET IMPROVEMENT PLANS 00 oo rn SURVEYOR LA PLANNERS TwH SOUTHRIDGE VILLAGE SCALE: DRAWN BY: / co E:xp.120231 25 17801 5 IRVINE CARTWRIGHT CA 92614 ROAD (949) 474-1400 DESIGNED BY: T A', T 14245 AS SHOWN c * p * DATE: Q) Sj, Q UDDER TM SUPMVk9M OF: DAC: TYP C IONS & DETAILS 06-06-2005 •0 9�. CIVIL \��� CHECKED BY: PROVE BY• DRA��ING NO.: 2 OF G�" �`'/` DRG l/27/05 / DONALD R. GORDON R.C.E. 24725 DATE 6 3874 • • . �/�� ICARDO S,gNDOVAL-CITY ENGR. R.C.E. 5115 DATE X '