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HomeMy WebLinkAbout5227-2 kX) /X / � /13 ' / , / / / / / / / ' /4+05 / / / /� / / / / 7 /\ ;' / / /I / / , ' / / / 3�+oo/ , ' / / / � / ' / / / /v ,2�;� / A / \ A X X > X x x x x x XE YY Y ► YY `X YY ). Y Y Ci J YCN Y CO • �� • 4O & yy0 . U p 3 +3 ---i.1'.. / `O_ 1/%{�L , 9. • i'�L / \ Nu AL1 ,�il♦ ` x /� x O x x x d ! /� 'r" /� It N ` 0 'tj O l� `�'``' Nx +W +o No �o Mo °°o I +w rim + � ��' r...._16 CCQ 0 CF d AQUEDUCT c z VP O N •�99856 0 CF 9 852TC 99899TC o999.11 cnEX �! b ~ ICF GB 0 CF cnc� " - N - ; \l10055J �i 0 9s3G.. a N N I 1003.57 TC 1003.19 1003.67 1004.63 TC o_ O m 995.30 TC 994.73 994.89 995.66 TC 998.60 TC 999.32 TC © 0 •�� + W FS at' i 999:08 994.63 FL C1 FL FL 994.99 FL 997.93 FL Ci 9'.13 998.45 998.65 FL 1002.90 FL ;_- 1003.96 © N a • 998.47 . . - V 960x'0-�l� < \ �- - - I 1 - z 999.18 \�, 998.32 - X998. 8 C 0:30' 0.30'998 94 TC F'S < E is `z ► 1 1 moi. 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NW zz 1017.23 TC 1017.76_TC x va~i� (999.54) 0 (999.86) N� 1006.28 TC 1006.32 1006.52 1006.54 TC 1011.05 TC 1011.09 1011.57 1011.61 TC 1/ FS 4 _ FS \ 0"CF FS FS 0 CF _ _ _ _ 0"CF FS FS 0"CF _ 0 CF F1017.27 10 FS 0 CF 9994-4 999,78 . -33 lir A �I�sl ••� N 'n r 01710TC _ ' ai,4 < , ,_ 9 __., a,t _ -111117311:ft lip ® _____ ___ ... j ua :.am�- i 11 .4 4 • 1i, < . < 1 - , 10 1 �. . .'1 a°e z .rn 011.48 1 :1 . . <°Y\14fi.f� tarn ^�1dfi7c63 4 0 10x5.99 L '=1 09: . < F� as' z 1.16.32 FS • 1010.73 i► _ I.L £ fS ,^ , . FS , . I° < rx r;i ar r•_ • crr r X :-- ��� - < 1 z' r 11.43 FS 1016.9 i � z 7.57 FS (1018.38 F ,z1 ,1 I '�'� 461010. 0 1610.88 / M�.�� 1 °_".:: .. ,,���. 00•..���s 0�_(�.®� ,�>; 006.63 TC/ �\1010.77 TC 1011. TC %, \„ 1016.58 1017.03 :1017.98. 1 2 �1+'. 1005.96 FL c4 I W c� 1010.tOFL FL Fl- 1 UPI. 8 � 1016.97 TC / TC ® R,1 ' 7 •!9� L °O�i _ © ® c� w 1016.30 FL ® ® 1017.31 FL \..,e,„1018.02 TC �� 1018.18 _ N:elj x AD 2< 31 0 o m °r°?`� °D O III -Ita.ol&NIF , Tik _ al m d,g •• ! °O m 1017.35 FL CO C7 O C.7 O . O •� w to tom. N _ CU , r J _ _.__.; I • .& �,< v<n ±X o / Q /l'Ir �n / /.r Ar /� � / ' / a o +o ao - iw N x d 12 00rt) 18100 0' / iO / _ / / N w CV I I �a -- �a I I - I o�� I N� 2 I `�� moo O ' 25+00 z d z • No No 0 0 0 �, N O , N 0 0 0 N� w I NEW DRIVEWAY STA. 12+19.74 DETAL NEW DRIVEWAY STA. 17+95.58 DETAL NEW DRIVEWAY STA. 23+82.85 DETAL SCALE: 1" = 20' SCALE: 1" = 20' SCALE: 1" = 20' EXIST. DRWY STA. 241+48.83 SCALE:D1WAY0 REMOVAL DETAL CATAWBA AVENUE DRIVEWAY DETAILS JURUPA AVENUE DRIVEWAY DETAILS CONSTRUCTION NOTES CURVE TABLE SAW-CUT AND REMOVE EXISTING AC PAVEMENT. CURVE # DELTA RADIUS LENGTH TANGENT O CONSTRUCT 8" CURB PER FONTANA STD. PLAN NO. 1000 AND PERVIOUS GUTTER PER DETAIL ON SHEET 2. 35' POPLAR AVENUE Cl 58'40'04' 25.00' 25.60' 14.05' 0 CONSTRUCT 8" A.C. BERM/DIKE PER CITY OF FONTANA STD PLAN 1007. 27' CATAWBA AVENUE C2 58'40'04" 25.00' 25.60' 14.05' 0 CONSTRUCT 6' (WIDE) 4" P.C.C. SIDEWALK PER FONTANA STD. PLAN NO. 1006. 35' POPLAR AVENUE 21' POPLAR AVENUE GUTTER 5' LANDSCAPE 6' 27' CATAWBA AVENUE 13' CATAWBA AVENUE 24" WIDEI I CONCRETE SIDEWALK I C3 58'40'04" 25.00' 25.60' 14.05' SO CONSTRUCT COMMERCIAL DRIVEWAY PER FONTANA STD. PLAN NO. 1002, AS MODIFIED II I / / / / / / / / / / / / / / / / 1 I " PER LOCATION AS SHOWN ON DRIVEWAY DETAILS ON SHEET 2. /f\f\f�f�f�f\f\f\f�f�f�f�f\fesf�f�f� \/f' C4 58'40 04 25.00' 25.60' 14.05' 6.5" 8" 12" DISTURBED R.O.W. PUBLIC R.O.W. 6" ;N,\\f\\,\\f\\f\\,\\f\\,\\,\\f\\f\\f\\,\\f\\/\\f\\,\ \,\ 6O CONSTRUCT AC OVER CAB MINIMUM, OVER NATIVE MATERIAL COMPACTED TO / / / / / / / / / 95% PER CITY STANDARD 401. 21' POPLAR AVENUE - \\ \\ \\ \\ \\ \\ \\/\\f\\�\\f\\f\\f\\f\\f\\�\\f\ r C5 58'40'04" 25.00' 25.60' 14.05' CATAWBA AVENUE � .\fj\ 7O GRIND & OVERLAY EXISTING AC PAVEMENT, MIN. DEPTH 0.12' 5' LANDSCAPE 6' CONCRETE SIDEWALK 6" - DISTURBED R.O.W. \ \ \ \ \ \ \ \ \ \ \ \ \ R.O.W. C6 58'40'04" 25.00' 25.60' 14.05' (WIDTH AS SHOWN PER PLAN/SEE DETAIL SHEET 2). , /fjf/ f/ f/ // f/ // // f/ // f/ f/ f/ f/ // f/\f/j �'��if Lu 24" 6' \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \ \\ 31 CONSTRUCT FULL DEPTH A.C. PAVEMENT AFTER REMOVAL OF CONC. FORMWORK z _ ,1 /\//\/,\//\/,\/f\/f\/f\/f\/f\/f\/,\/f\/f\/,\/f\/,\ \/\ C7 58'17 23 25.00' 25.43' 13.94 n o m /\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/� � Lu y\\j\\j\\j\\j\\j\\j\\j\\j\\j\\j\\j\\j\\j\\f\\f\\,\ \ \ " 34 REMOVE PORTION OF EXISTING BLOCK WALL ENCROACHMENT TERMINATE WALL AT P L . U PROP.CURBS„ FLOW `_' f\f\ff\f/\/f\//\//\ff\ff \ < C8 58'40 04 25.00' 25.60' 14.05' / ) LI %\/\/\/\/\f\f\/\/,,r FLOW \ \ 35 INSTALL REDWOOD HEADER AT PROPOSED NEW E.P. Q � \ /\/\/\/\/\/. //�! C9 58'40'04" 25.00' 25.60' 14.05' FLOW /� \ \\ \\ \\ \\ \\ \\ \\ \\ \\ f/ �/ �/ �/ f/ f/ �/ f/ �/ f/ f/ �/ �/ �/ f/ f/ // / 36 CONSTRUCT RESIDENTIAL DRIVEWAY PER FONTANA STD. PLAN N0. 1002 AS MODIFIED \ A 1 . - 24" WIDE FLOW \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\f� \\f\ C10 58'40'04" 25.00' 25.60' 14.05' PERVIOUS s \ \ \/� \/fes o m //\f\f\f\f\f\f\f\/\f\f\f\ \ \ \ \f/� \f\� PER LOCATION AS SHOWN ON DRIVEWAY DETAILS ON SHEET 2. \ \ \ \ \ \ \ \ 2 \/\ r r CONCRETE GUTTER / f /\/\/\/ /f\. // /\ z J cD Q cp % \\ff\� C11 58'40'04" 25.00' 25.60 14.05 FLOW \ \ \/\f\/\/\ \/�\f\/ J m /\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/� \\/\ ---- j/ / / / / / / / / / \, %\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\ \/\ C12 58'40'04" 25.00' 25.60' 14.05' \f\f\f\f\f\f\f\f\/\f � � // `. . _-. \\f\\f\\f\\f\\f\\f\\f\\f\\f\\f\\f\\f\\f\\f\\/\\f\\f\\/\\f\\f\\,\\f\\f\\f\\f\\,\\ U \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ r r r / / / / / / / / / / / / / / / / / / / / / / / / / 24" WIDE \/\ /\ \f\/\f\f\ \f\f\ \ \/\f\�\f\f\f\f\f\/\f\�\f\f � f � C13 63'54'41" 25.00 27.89 15.59 N PERVIOUS \ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \ f " ✓\\/f\\ff\\/f\\ff\\//\\ff\\f/\\ff\\ff\\/f\\ff\\ff\\ff\\ff\\ff\\f/\\//\\/f\\ff\\f/\\//\\//\\f/\\f/\\f/\\f/ CONCRETE GUTTER //\//\//\//\//\//\//\//\//\f/\f/\f/\f/\f/\//\f/\f/` \//\ C14 63'53'19" 25.00' 27.88' 15.59' \/ w \ � � �,��%�i\r\i\i\i\i\i\/\i\i\i\i\r\r\i\i\i\i\i\i\i ff ff ff / ff / f f / ff ff ff / ff ff ff� ff \f\/\/\f\/\/\f\f\f\f\/\/\f\f\/\/\/\f\f\f\ N ,\/\,\f\f\f\f\,\f\f\f\f\/\/\f\/\/\ \f\ W ¢ PROVIDE PERMEABLE '\//\f/\//\f/\//\//\//\//\// // // // /f //\/f\/f\/f\/f\/f\/f / / / / / / / / / / / / / / / / / / Q m G EOTEXTI LE FABRIC >/\/\/\/\/\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ %\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\ \/\/ Q ��i\\f�\/\\f/\\//\\//\\f/\\f/\\f/\\f/\\f/\\f/\\//\\//\\//\\/f\\/f\\/f\\//\\/f\\/f \f,\fff\f\f\f\f\f\f\f\f\f\ff\ff\ff\ff\ f\ '�//\/ /\/\\/\/\/�\fA/i /. �\//\/f /\f / ffff� FLOW • /f\/f\/f\//\//\/f\/f\/f\/f\� \"/\/f\//\//\/f\/f\/f. //< <v \ \. \\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ FLOW \\ \ z c, NZ //ice// ///\///\\f�\\/�\\/' \/f\ff\ff\f/\ff\/f\f\f/\/ f�`/f\ff\/f\/,\/,\/f\ \/f\. w k ,, N PROVIDE PERMEABLE 1 /\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/ \/\ GEOTEXTI LE FABRIC c� /\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\ \ \\ w /fj /\/ /\/\f\/\/\/\f\/\/\/\/\/\/\ \f\ 0_ SLOPE TOP :/ � 3/4" TO 1-1/2" DIA. GRAVEL BED • \f\\ D U O F STAKE Q L J �/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\//\\//\\//\\//\\f/\\f/� < a FINISH GRADE Q<`; 30" WIDE/ DEPTH PER WQMP REQ. u- y\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/� \ \ ¢ x , o //\ff\ff\//\f/\/f\f\f\/\f\f\f\f\f\/\f\f //\< REMOVE EXIST. N w 5.00 MINIMUM `- Lu >/j�//�/��/j�/j�//�/j�/j�/jam/jam/jam/j�/j�//�/jam/jam/j \�/j A.C. PAVEMENT i `� \ SEE PLAN SHEETS FOR �/ `` %\\ \\/\\ \ \f\/\\/\\/\\/\\/\\/\\/ \ \/ \\/\\ LIMITS 7 / /f )� / / / / / , - COLD PLANE TO .,, ,,,,\\\.\\.\••••;\ A �\\�\\�\ \\�\A,A A\\\,,\, A\ \\\ 0.12' PROVIDE 0.12' MIN. lREDWOOD HEADER 2"X8" SECTION A-A FINISH SURFACE a '� ( ) AC OVERLAY PERVIOUS GUTTER N.T.S. -c . NOTE: USE 16d GALVINIZED NAILS Q.T.S. S USE 1"X12"X2'-0" SPLICE 2'X4"X24" REDWOOD BLOCK AT SPLICES NEW AC PAVEMENT EXIST. AC STAKE AT 2'-6" O.C. )i SEE TYPICAL SECTION PAVEMENT / 811 CURB (PER FONTANA STD. 1000) WITH PERVIOUS 249 GUTTER DETAIL 0 COLD PLANE DETAIL0 REDWOOD HEADER DETAIL: N.T.S. 411) N.T.S. N.T.S. WDID# 8-36C371179 3 N D ok„,, ,E,ri,, SHOULD CONSTRUCTION OF THE REQUIRED /o?.0FESS/O,1 Prepared Under The Supervision Of : CITY OF FONTANA, CALIFORNIA N I[ IMPROVEMENTS NOT COMMENCE WITHIN TWO ��`c' ' 'RD ST Fyc Thienes Engineering, Inc. STREET IMPROVEMENT PLAN M r I I \ \� F4/ y CIWL ENG/NEER/NG • LAND SURVEY/NG YEARS OF THE DATE OF APPROVAL SHOWN HEREON W rl `� 14349 F/RESTONE BOULEVARD DRAWN BY: SCALE: '�\ Cr 23 Ph!(714LA .4 2i-CALIFORNIA90638 POPLAR AVE.. CATAWBA AVE.. & JURUPA AVE. ,,< DIAL TWO WORKING AND CARRIED FORTH NiIN A DILIGENT MANNER, THE * R.C.E. N0. 56155 * FAX(714)521-417J DLT AS SHOWN BEFORE �► DAYS BEFORE CITY ENGINEER MAY REQUIRE REVISIONS TO THE U'lp 12-31-1s Q DESIGNED BY: 'DRIVEWAY DETAILS DATE: cs,in YOU DIG lg YOU DIG 9� CIV��- �� _ MSR �N PLANS TO BRING THEM INTO CONFORMANCE WITH r Q , TOLL FREE 1-800-227-2600 F 0 � V�.X_ i6 Date : 15j CHECKED BY: APPROV,ED .� DRANIIIG PUBLIC SERVICE BY UNDERGROUND SERVICEF ALSl �� - C�- li ALERT REV. REVISION DESCRIPTION DATE ENGR. CITY DATE STANDARDS IN EFFECT. DATE: / l REINHARD STENZEL RCE NO. 56155 RCS QITY ENGINEER .C.E. 51 152 52" 2{ 0 0