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Home My WebLink About3377-CE5?8 I HzF p40 �ew3 > m is 2a ?9. e _ 9F ?9 2 2p \ 42 X f w3j4 D d9�SrC 2B9p�C e'°Fs I LEGEND: (n A �}c,s sFS. S p26 s JOIN286 T ST J WWI- I Z �� /\ ^ cpn`^ ^ U 1 xo - 28 72i28 6p ?8soro "�N �" cp" ///� 0.7 o g�er r` e oma- j 40 m CIO q ' 1 Zy, 2e.5oFs - o A V 30' PROPOSED SLOPE 2:1 MAX. DRIVEWAY WITH PARKWAY SIDEWALK DETAIL ��" "" `► I 1 ��° 30' s�� / s'/ �o� U \ e ' �w 42 SCALE 1:10 >y Q1710 EXIST. CONTOUR �Q R, V / ^ \ '/ �' " (� !� O ) 1 ?> r 1528.3) 2�82S IRE 40 SAWC UT LINE ti ° EX,ST. 54� i s �g� SFs --_____ PROPOSED CONTOUR 41 REMOVE EXISTING PAVEMENT, SIDEWALK, CURB & GUTTER, REPLACE EXISTING / Q �3� PAVEMENT WITH FULL DEPTH A.C. TC 6 n 1 41r278 1g 0" CFF `� ` \� �y titi °GF AFL PROPOSED SANDBAGS OR (v �.� \ FIBER ROLL AS NOTED 42 CONSTRUCT DRIVEWAY WITH PARKWAY SIDEWALKS PER CITY STD. N0. 1005A TC 2,8,3 � % � " � ,y z >spr T2, 1 0 /FS ;' 6\° l poe ` d o CSF �k 0 �1 "r 1 �� WA MOR ?f*Y � �� GL� �, \ N m�� sp9 9pT pF INLET PROTECTION TYPE AS NOTED /62� Cv r \ n / �' / iZG A y ti 9 ? 4 rC O" S ?67 C l ,V / 1. U� A /�• �/ p A ) NF$f's Vis.. 4. ? 0 ?6. F F/ �� C 6:4 0FrC 4.2 27.24) CF a X /NF $4 2,.7 N5' 2j° � DIRECTION OF FLOW 162;7 �R ^�:, FL w aks �� Q'l 5 No a N T�- o' s T , TYP. 26 ?665FS G 15. \ o2 .6,3�D 5 20.7 FS1628s FL r ` 6.65 FS 1627 26. eSFSO 64pti 010.25 FS 'ry0` 26.00 pr/ �� / . a 2570 - FS 0.>� / II ✓ �\ O/J is 0000 o l{ , sl• i F � _ N s FL Ge 9.4 it d S 2 p +� �• > I o /.p/ `n N l� �� ,/ Yt° {� li f� 2•y. � � xj ,i % 2 \ ` -.:;,. r?S� 6 7�j .` 526 60aamoaa B cn \ v "TYP X - - oN11SlHo ooMo3a 527 �i d`f r f l a i a! 6 L -► - ,•Q 1 30VF/a /\ ti 22.40TG D `S? I _ - - ! ! o ho ti A 21.51INv w 2 A kR '1.526,x; \ \ J 2_ o 15-Li"{12'/i. r -.+. t 2� 3.2?� P ., . a� 29,• A 24.70 :: CLI' 22.40TG 'r -_.j, : ..` ..%• .524..... 1• f� ;' F % tJ1 f lF' . Cj,:71_J'�� fiItij; j�, j, : f ;.�' `'f�,,r�L1! /ya ( / .f �t''.r�/vr��r :im`;. . �ts ' �d` i/Fs4�t, ` 1 ��t�II / ,' �f /, ,/ I lI ', #1 1/ l. l 1 � / rI/Y r/ /1 ,',// / �/''r6. i/%. ., /ls / //.'/ �� ' ,. 5�1fi,9'sSa,.'''_rS. .,- -,_•. ",_C's2�+�'p1 `�tEt )` ?=,f"`*1i.. \i�`.! ,,.' '.41. . ,„�r, `-.,-� „ ,.'. .. '�_,.)�J�,"a ` .. �,.` • .. .`.....2^.Np�oaN" , '..' `N,,. "rr•'.,'� �`„i A.t ..,,;,r..r#,. .\=V.."�.Nma. ��\y.,N �, ,,�cJW� `„N. �`, \ m' .LL. .`� ,_` "fw,.,,'.,,,-,.•G.: V�y.�...,..r„;`'1,.•7 " A0 , r " /'`\. ",,,, `..,,r.,• oo,1N 1117-5 67 1.LL! /� /�;�/0�" F/ .:✓1�FO1L1 /_2`J.fi.�� r G4'J i i /, a `// "• -2�3.?4,.• 3'0 � �.^•/�1,'.2 1c - .' O..'.'. .,1 , ,3\ \_ N• 6 ,`, . .--.,-`h-1"'u',`.�'--n-:- . y , 5 " fr: y , ° 520 3:1 SLOPE 23�60RIM 08591NV_Nw)\ 236 9.55 ag ��I "xJ^- J 2"� 4 TYP. jA A® N 521_ S( 18 vo dD # S b 21.51INV 23s 7.8 24.15 _/HP 4/e3 00 22.4oT1; 44 19.5 FS # r/ 24.85 IA. 2Z2 11 L 1.75 0F61VV 4- 23.0 24.00 (VAR.) \FS 2 FGN .✓� / g.Js. G` t ` \ - uu °I NJ ;C10A IIS '• % +►�+`'+,! wry a.., 41 \\ v I 09. ,�, , ..�h•.,. p. Oji o / A. o. SCALE IN FEET \ 0 40 80 120 180 \ 12 TOLL FREE 'Imm" 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. I REVISION DESCRIPTION I DATE I ENGR. I CITY I DATE ��,� PROTECTION FOR CURB INLET NOT OT SCALE 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. EROSION CONTROL GENERAL NOTES: A. IN CASE OF EMERGENCY, CALL----------AT----------- B. A STAND-BY CREW FOR EMERGENCY WORK SHALL BE AVAILABLE DURING THE RAINY SEASON (NOV. 1 TO APR 15). NECESSARY MATERIALS SHALL BE AVAILABLE ON SITE AND STOCKPILED AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF EMERGENCY DEVICES WHEN RAIN IS IMMINENT. C. "EROSION CONTROL DEVICES SHOWN ON THIS PLAN MAY BE REMOVED WHEN APPROVED BY THE GRADING INSPECTOR IF THE GRADING OPERATION HAS PROGRESSED TO THE POINT WHERE THEY ARE NO LONGER REQUIRED." D. "EXCEPT AS OTHERWISE APPROVED BY THE GRADING INSPECTOR, ALL DEVICES SHOWN ON THE PLAN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY OR ON WEEKENDS WHEN THE 5 DAY RAIN PROBABILITY FORECAST EXCEEDS 40%." E. "GRADED AREAS ADJACENT TO FILL SLOPES LOCATED AT THE SITE PERIMETER MUST DRAIN AWAY FROM THE TOP OF SLOPE AT THE CONCLUSION OF EACH WORKING DAY." F. "ALL LOOSE SOIL AND DEBRIS WHICH MAY CREATE A POTENTIAL HAZARD TO OFFSITE PROPERTY SHALL BE REMOVED FROM THE SITE." G. ALL SILT AND DEBRIS SHALL BE REMOVED FROM ALL DEVICES WITHIN 24 HOURS AFTER EACH RAINSTORM. H. A GUARD SHALL BE POSTED ON THE SITE WHENEVER THE DEPTH OF WATER IN ANY DEVICE EXCEEDS TWO FEET. THE DEVICE SHALL BE DRAINED OR PUMPED DRY WITHIN 24 HOURS AFTER EACH RAINSTORM. I. "THE PLACEMENT OF ADDITIONAL DEVICES TO REDUCE EROSION DAMAGE WITHIN THE SITE IS LEFT TO THE DISCRETION OF THE FIELD ENGINEER." J. "DESILTING BASINS MAY NOT BE REMOVED OR MADE IN -OPERABLE BETWEEN NOVEMBER 1 TO APRIL 15 WITHOUT PRIOR APPROVAL OF THE FIELD ENGINEER." K. EROSION CONTROL DEVICES WILL BE MODIFIED AS NEEDED AS THE PROJECT PROGRESSES, AND PLANS OF THESE CHANGES SUBMITTED FOR APPROVAL AS REQUIRED. A TYP. FIBER ROLL INSTALLATION NOT OT SCALE GRAVLEBAG (TYP.) GRADE FILTER FABRIC FLOW 2 BAGS (MIN.) TYPICAL ELEVATION TYPICAL SECTION SINGLE ROW OF GRAVLEBAGS FOR INLET PROTECTION BENCH MARK: # 615 BASIS OF BEARINGS: RAILROAD SPIKE AT INTERSECTION THE BEARING OF N89'30'061_ OF CITRUS AVE. AND LOS CEDROS ALONG THE NO. LINE OF SEC. 30, AVE,, IN POWER POLE NO. 9011E T 1N., R.5W., S.B.M. PER R. S. 58/5, ON THE EAST SIDE OF CITRUS AVE. WAS USED AS THE BASIS OF ELEVATION: # 1467.59 BEARINGS FOR THIS PLAN. Prepared Under The Supervision Of E PREPARED IN THE OFFICE OF PRS N -0-UMA's, MADOLE AND ASSOCIATES, INC. W Q No, 62183 N 10601 CHURCH STREET, STE. 107 Expl ?-30-05 RANCHO CUCAMONGA, CA 91730 PHONE (909) 948-1311 CIV 1\- FOFCALIF� Date RCE 62183 EXP. 9-30-05 NOT OT SCALE EROSION CONTROL NOTES: �A INSTALL FIBER ROLL PER DETAIL HEREON OINSTALL SINGLE ROW OF GRAVELBAGS AND FILTER FABRIC FOR INLET PROTECTION DETAIL HEREON OINSTALL CURB INLET TEMPORARY BARRIER PER DETAIL HEREON OD INSTALL VELOCITY CHECK DAMS THIS PLAN IS FOR EROSION CONTROL DEVICE PLACEMENT ONLY. ALL ELEVATIONS AND GRADES ARE SUBJECT TO CHANGE. CITY OF FONTANA, CALIFORNIA PATRICIA A. MARRUJO PARK, 5730 AVENAL PLACE DRAWN BY: JV EROSION CONTROL PLAN - - -- ; - SCALE: , 1 =40 DESIGNED BY: M.N.S. DATE: FEB. 2004 CHECKED BY: AP RO BY: /r�DJJ77 DRAWING NO.:G! 8" MIN. 0 FIBER ROLL TO BE INSTALLED CII NGINEE C. .51152 A MIN. OF 4" INTO THE GROUND ::.:J: J' �Y \L J/ ::: J �L \1/ ........... is ' � � v rxl \\ q' 2"x 2' WOODEN STAKE(TYP) ® 4' MAX. SPACING O.C. I \ A TYP. FIBER ROLL INSTALLATION NOT OT SCALE GRAVLEBAG (TYP.) GRADE FILTER FABRIC FLOW 2 BAGS (MIN.) TYPICAL ELEVATION TYPICAL SECTION SINGLE ROW OF GRAVLEBAGS FOR INLET PROTECTION BENCH MARK: # 615 BASIS OF BEARINGS: RAILROAD SPIKE AT INTERSECTION THE BEARING OF N89'30'061_ OF CITRUS AVE. AND LOS CEDROS ALONG THE NO. LINE OF SEC. 30, AVE,, IN POWER POLE NO. 9011E T 1N., R.5W., S.B.M. PER R. S. 58/5, ON THE EAST SIDE OF CITRUS AVE. WAS USED AS THE BASIS OF ELEVATION: # 1467.59 BEARINGS FOR THIS PLAN. Prepared Under The Supervision Of E PREPARED IN THE OFFICE OF PRS N -0-UMA's, MADOLE AND ASSOCIATES, INC. W Q No, 62183 N 10601 CHURCH STREET, STE. 107 Expl ?-30-05 RANCHO CUCAMONGA, CA 91730 PHONE (909) 948-1311 CIV 1\- FOFCALIF� Date RCE 62183 EXP. 9-30-05 NOT OT SCALE EROSION CONTROL NOTES: �A INSTALL FIBER ROLL PER DETAIL HEREON OINSTALL SINGLE ROW OF GRAVELBAGS AND FILTER FABRIC FOR INLET PROTECTION DETAIL HEREON OINSTALL CURB INLET TEMPORARY BARRIER PER DETAIL HEREON OD INSTALL VELOCITY CHECK DAMS THIS PLAN IS FOR EROSION CONTROL DEVICE PLACEMENT ONLY. ALL ELEVATIONS AND GRADES ARE SUBJECT TO CHANGE. CITY OF FONTANA, CALIFORNIA PATRICIA A. MARRUJO PARK, 5730 AVENAL PLACE DRAWN BY: JV EROSION CONTROL PLAN - - -- ; - SCALE: , 1 =40 DESIGNED BY: M.N.S. DATE: FEB. 2004 CHECKED BY: AP RO BY: /r�DJJ77 DRAWING NO.:G! 48 CII NGINEE C. .51152 17 CC -5 o('4lg J:\826-1185\aradina\PG05.DWG. 1/17/2005 8:55:41 AM, ioraea