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LJ <br /> PROPOSED DITCH <br /> NUL <br /> d - <br /> F -1 1- -1 F '1 r* <br /> 7 <br /> ,PROP SE4 C�°R IIAL <br /> 0 � <br /> Idlgl ♦' I° I° 1 1 1 1 1 1 1 1 -I 14( °I dl -I d b Idl * SEE/ <br /> r .I q l l l d -I Id l IdI Id a -I I° °I d NOTE <br /> ° d <br /> 1 d <br /> � F � -I°��Ed I I II I � I I I I 44 I I I k I 1 1 i 1° 1 I <br /> I °I °Id l a I. 1 °I N DETENTION <br /> O ° d <br /> d <br /> POND <br /> I III III I-da I S � II I �- II II il° II dll � I IIII dI � I I°I II II I I � I I- II Ildll dl �� dL_J�L_J .J LJ L_J L_.J J L-J L_J L°J LJ LJ°L-J L_J' LJ IL J L�J L-J LdJ LJ L 14 1 1 1 H 1 <br /> jd ° d. ° d . d d LJ L_JJ= II <br /> J/— ° <br /> I I � <br /> I <br /> �z <br /> \ U I I I <br /> �I <br /> x <br /> L_ _ /� DETENTION <br /> POND <br /> DIRECTED AWAY LL <br /> 6.9 F.F. FROM BUILDING II / III <br /> III II 0� _ 7­. <br /> / III <br /> Q F ± I ,III <br /> II / C C C1C VALLE <br /> u <br /> GUTTE <br /> D�NTION — <br /> _ IIII <br /> POND Inl <br /> DETENTION I I I <br /> PO -—-—-—- <br /> ND -------- <br /> Tl�rl1 IIII r11.T1 rl T.rl. <br /> LA <br /> i1 r IIIII�IIIIII J IIII , IIII <br /> EX. TOP OF oDITCH INSTALL VALLEY GUTTER <br /> - " TANK PAD REINFORCED <br /> , IS <br /> CONCRETE S SUPPORT <br /> i A - - I IPIERS SEE GEOTECH PLANS <br /> 1..1.1 IFOR DETAILS <br /> A L11 11 LI 11J 11J L11 L- <br /> I 717 7 rl T I?T I7 T 7 r�l <br /> I <br /> L K P J' 0-J - I' H' <br /> B <br /> lii , 11-iY, 1111�i-i 11 1 <br /> x <br /> II4 EXISTING HEADWALL AT <br /> III DITCH CROSSING 48" EX. TOP <br /> I I CULVERT -4.13 INV. F DITCH <br /> o- a' <br /> OP EX. HINGE <br /> i■�r,�� / F N OF BTb' C B A-01 OF STOCKTON DREDGING BASIN <br /> Legend AC LT CONCRETE Proposed Modifications of Drainage Channels <br /> EXISTING DRAINAGE CHANNEL TO BE MODIFIED DURING DEVELOPMENT ExlsnNc ASPHALT CONCRETE i� PROPOSED STORM DRAIN LINE EP EDGE AOF PAVEMENT for Alternative 5 <br /> d GENERAL FLOW DIRECTION TC TOP OF CURB Site 47 <br /> EXISTING DRAINAGE CHANNEL TO REMAIN FOLLOWING DEVELOPMENT PROPOSED CONCRETE SLAB OF STORM RUNOFF GB GRADE BREAK Port of Stockton, Rough&Read Island <br /> TR TOP OF RAIL 9 Y <br /> PROPOSED DRAINAGE CHANNEL LP LOW POINT N Stockton,California <br /> EXISTING DRAINAGE CHANNEL TO BE FILLED DURING DEVELOPMENT ;;. PARKING FOR FL FLOW LINE <br /> FUTURE DEVELOPMENT 1.5% SLOPE <br /> ® SD STORM DRAIN Geosyntec° Figure <br /> NOTES PAVEMENT SECTION FOR PP POWER POLE I 0 50 100 200 � Ure <br /> STANDARD VEHICLES NOTE- ARSENIC IMPACTED MATERIAL SCALE 1"-100' COnsWtantS <br /> 1.ALL LOCATIONS ARE APPROXIMATE. BETWEEN THE Two PONDS TO BE 1 6 <br /> PAVEMENT SECTION FOR COMPLETELY REMOVED AND REPLACED <br /> 2.FIGURE SOURCE:DILLON&MURPHY ENGINEERING,2021 COMMERCIAL TRUCKS WITH CLEAN COMPACTED FILL WR2501 B February 2022 <br /> P:\GIS\Port_Of_Stockton\Rough-and-Ready-Island-PM\Project\Site 47\2022-02_DraftRAP\Fig16_Alt5_Drainage-WetlandFeatures.ai <br />