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\ / <br /> L�- J J❑ S OF JJNJ r E❑ � H <br /> C-1HARTER LLC LANDS OF UNITED <br /> o <br /> 200BE - 029275 OR 5865 Owens Drive <br /> H A R T r_R L L C o s 10 20 Jo Pleasanton, CA 94588 <br /> 925-251-7200 <br /> 2008- 029275 JFK <br /> ----------------Cha nTi r-Fence ------------------------------------o Scale 1" - 10 ft <br /> — - Wrought Iron Fence - <br /> X X X X X X X X X X X X X X X -�' <br /> Wrought Iron Fence <br /> MeLal '` u r- R+errl - - - - - - - _ _ Metal Guar Rail _ � LEGEND <br /> ° X T.E, <br /> 10 & 26 N . WILSON WAY <br /> D D ° oo <br /> p ° DkRCEt ONE OF ° D °°° STOCKTON , CA <br /> SERVICE YARD TRASH ° � ° p ° v v ° � i 1 STABILIZED CONSTRUCT/ON <br /> r/ t> ° D LEIGAL DESCRIPTION D D - ENTRANCE <br /> �D a F O R <br /> ° <br /> D T., a <br /> D I ° D° D / ° ° 2 STRAW WATTLE SEDIMENT <br /> D ° D TRAP/FILTER TEKIN ASSOCIATES <br /> D p D° DROP INLET 3 D o D ° o ° <br /> SED/MENT FILTER - ° t> '� O° F® ° TANK FUEL ®F m v D FUEL®�® TANK p p v / / r n 3 DROP INLET <br /> o° o0p <br /> ooa o 00 0 00 W D t> TA <br /> SEDIMENT FIL TER <br /> r 11-A <br /> .'. . . �' sp�a� �4 v vv �� ° � 1�% 4 EXIST/NG CURB <br /> . � <br /> r -- ---t--- ------------ o --- ------- -------e----�--v v p Asphalt V <br /> I INLET FIL TER <br /> — <br /> OUR OF L <br /> a I I ELEVEn <br /> I D p <br /> DESCRIPTION — — — -- ° ° <br /> �Qiey/ ° � v � ° � �—a <br /> • � �-o ' j D �� D i D /% <br /> � I / � <br /> 0 0 <br /> I SIGN � <br /> 71 <br /> ° / � ° I<IER & WRIGHT <br /> DS I p 0 D ° / I � � / <br /> RWL / I t �,\ ° <br /> ° I rkh CIVIL ENGINEERS & SURVEYORS, INC. <br /> I P, <br /> �OC Oa �� 'e t> 13 <br /> D / I / 2850 Collier Canyon Road Phone (925) 245-8788 <br /> Livermore, California 94551 Fax (925) 245-8796 <br /> I � � <br /> —R i v D <br /> ° D Concrete . . . / ��'T�� LANDSCAPE ARCHITECTURE <br /> C� p / ° ° i I _ , _ / ; 943 Reserve Drive, Suite 100 <br /> • ��� I �� /�cp p / �� I .�. `.' i Roseville, California 95678 <br /> C) ���\� I ��� p ° ° ° ° _"_ 11 ' (TYP) T 916 782 8688 <br /> i ." <br /> p WW 2 <br /> TRA W WATTLE SEDIMENT <br /> D ° � ° ° (TYP) W. WWW,�W. / TRAP FILTER - <br /> v <br /> � �: J �I/ � ❑ ° uD p 3 ' DROP INLET <br /> 1 - i D ❑ o - SEDIMENT FIL TER <br /> j i = DS <br /> � 0 RWL • i ° <br /> \ i ° p D ° <br /> c� E v D <br /> I _ _ _ _ _ _ _ _ v p v I r <br /> CQ • �f- - - - - - - - �— � p � <br /> L� <br /> 1 0, I D 1 <br /> 1 ❑ ' I v ° v v 1 I ° ° <br /> I D ° ° ° p I <br /> � <br /> PARCEL TWO 'LEGAL Asphalt WO F Q <br /> ° ° ° p p DE�CRI IOIN <br /> ° D ° <br /> D I � <br /> As y <br /> EE OF <br /> PTION <br /> O N I >° <br /> �.. ° °I pCD <br /> (TYP) v o p <br /> 1 - I STABIL/ZED CbN UCT/ON 1 o <br /> 1 . .� . . . . ENTRANCE - <br /> / <br /> I <br /> -- ---------------------�-fi---------------------------------- <br /> T <br /> ------------------------------- s� <br /> 1 1L�4-R`E. '.*.*.*. TYP) <br /> EXISTING CURB 4 �� <br /> 1 ;i INLET FIL TER <br /> Z <br /> L <br /> Wrou ht Iron Fence G to C' .e Wrought Iron Fence �0 <br /> a ui .cr <br /> - - , <br /> ° ° ° �� <br /> ° Concrete 16 <br /> Concrete 16.84 RE <br /> � E UNABLE TO DIP <br /> v� <br /> �� <br /> I <br /> (TYP) o <br /> 2 STRA W WA TTLE SEDIMENT <br /> - TRAP TTL TER � <br /> N . WILSON WAY <br /> EX/ST GROUND PUBLIC RIGH T-OF-WAY STRAW ROLLS MUST BE 3-4' ADJACENT ROLLS <br /> PLACED ALONG SLOPE SHALL 776H7L Y ABUT 25mm (1/NCH) ROCK CONTAINED PLACE ROCK BARRIER BAGS <br /> CONTOURS '� •L IN PERHOUS BURLAP BAGS OR SUCH THAT NO GAPS ARE <br /> 11 AL SYNTHETICS NET BAGS (Jmm MESH) EWDENT <br /> A APPROX/MA TEL Y 60cm (24/NCH) <br /> 3' 12, AL LONG, JOcm (12/NCH) WIDE AND <br /> _ 15cm (6/NCH) H/GH <br /> II III II III 1-,III II III 1 111 1, III„-.IIIm, I-III„ III„-,III III III II � D./. W/ <br /> SPACING DEPENDS ON SEDIMENT, ORGANIC MATTER, HOOD <br /> FILTER FABRIC 12"M/N. 3" TO 6" COARSE SOIL TYPE AND AND NAT7VE SEEDS ARE <br /> AGGREGATE SLOPE STEEPNESS CAPTURED BEH/ND THE STRAW <br /> PROFILE 4"-6" ROLLS. ROCK BARRIER BAGS CAN ROCK WATTLE /� SAND BAG <br /> 8"-10" BE A SINGLE OR DOUBLE Li Li Li Li _Li <br /> PROODE APPROPR/A TE TRANS/TION DIAMETER NOTE: LA YER IF A DOUBLE LA YER OF ROCK <br /> BETWEEN STABILIZED CONSTRUCTION 1. STRAW ROLLS ARE TUBES MADE FROM BARRIER BAGS ARE USED, <br /> ENTRANCE AND PUBLIC RIGHT-OF-WAY STRAW BOUND W/B/O-DEGRADABLE THE TOP BAGS MUST BE <br /> 1 ''x 1 STAKE NETTING THEY ARE APPROX. 6" D/A AND RUNOFF WATER PLACED SUCH THAT NO GAPS REVISIONS <br /> 50'M/N. LIVE STAKE 20-JO FT LONG. W/TH SEDIMENT PLACE ROCK BARRIER BAGS ARE EWDENTLAYER OF BA WTH THE LOWER R <br /> 2 STRAW ROLLS TRAP SEDIMENT AND EWDEN— SUCH AT NO GAPS ARE OF G��� <br /> EACH l/ERIICAL � INSTALL STRAW WATTLE SED/MENT <br /> o� <br /> DIS TANCE AT (SEE DETAIL) REDUCE SHEET AND RILL EROS/ON BY <br /> REDUCING SLOPE GRAD/ENT. INCREASING 0VERFL0W <br /> �C 12'-0" APART BENCH INSTALL F/L TER <br /> PUBLIC � lNF/LTRATION RATES AND BY PRODUCING FABRIC /N D.l. <br /> RIGH <br /> PUBLIC <br /> CWA Y TOE OF A FAVORABLE EN KRONMENT FOR PLANT <br /> EX/ST GROUND 30'MIN. o o SLOPE ESTABLISHMENT. I_� 1 - 1 I- 1 I1 I� 0�! <br /> 1 c III i i I l i I I 1 1 M <br /> .� EACH VER77CAL - 1 I l- 1 1 1 1 -I 1 1 1 1 1 i' <br /> DISTANCE A T -1 1-I e 1=1 1 I-III <br /> STRAW WATTLE J. STRAW ROLL INSTALLATION REQU/RES THE I_- I-111=1I 1=1I-I I1=1I =1I 1- <br /> 8' APART 9x25' EACH PLACEMENT AND SECURE STAKING OF THE "I"' 1 1=1 1=1 ' ' , 11 1i . �= 1 1 . 1 5.2 019 <br /> -1 1 11 I I I ,III-i i�= SAND BAG <br /> WATTLE /N A TRENCH J"-5" DEEP, BUT I <br /> NOT TO EXCEED j OF 7HE DIAMETER OF <br /> FILTER FABRIC PLAN 1'xl'x2'STAKES 22' MST NOT BE ALLOWED CONTOUR. <br /> T O RUNOFF <br /> FIL TERED WATER EROSION CONTROL <br /> AT 4' APART OR AROUND WATTLE. EXISTING CURB DROP INLET SEDIMENT FILTER PLAN <br /> STABILIZED CONSTRUCTION ENTRANCE STRAW WATTLE UTILIZING ROCK BARRIER BAGS INLET FILTER DETAIL <br /> NOT TO SCALE NOT TO SCALE 2 NOT TO SCALE 3 NOT TO SCALE 4 <br /> Z: \KW-CAD-STAN DARDS\DETAILS\ EROSION CONTROL\ECO5.DWG Z:\KW-CAD-STAN DARDS\DETAILS\EROSION CON TROL\ECO7.DWG Z: \KW-CAD-STAND ARDS\DETAILS\EROSION CON TROL\ECO6A.DWG Z\KW-CAD-STAN DARDS\DETAILS\ EROSION CONTROL\EC10.DWG BUILDING <br /> SUBMITTAL SHEET <br /> JOB NO. A19507 C7 . 0 <br /> 04"RAC <br /> DESIGNED JDQ <br /> DRAWN: JDQ <br /> OF 7 SHEETS <br /> X <br /> Z:\2019\Al9507\DWG\CIVIL\Al9507 CDS-SWM.dwg 11-15-19 10:57:33 AM <br />