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oee7a DGR <br /> Drawn D G R <br /> GRADE STAKING CONTROL POINTS Check <br /> LIMITS OF CLEARING AND GRUBBING CHN <br /> Point Northing Easting Elevation Description AND *EARTHWORKS (CHANNEL EXCAVATION) <br /> -- CP-6 563343 .3119 1771167.4435 29. 10 1/2' IRON PIN <br /> CP-7 564565.3344 1772068.9653 31 .49 1/2' IRON'PIN `coo Noz <br /> CP-13 _ 567897 ,9450 1780843.7819 39.83 1/2' IRON PIN o <br /> CP-14 568695.4307 1781034.6984 41 . 07 1/2' IRON PIN a <br /> PX-117 563303.6108 1771280.3237 30.59 NAIL CHANNEL & CONSTRUCTION <br /> PX-120 564473.8172 1771988. 1154 31 , 12 1/2' IRON PIN <br /> PX-139 568431 .2112 1780887 ,8006 41 ,25 1/2' IRON PIN 50 569104.8081 1781507 ,3347 42, 05 NAIL 50 I I 50 <br /> I I <br /> CHANNEL NORTH BANK 50' OFFSET SOUTH BANK 50' OFFSET <br /> STATION NORTHING EASTING NORTHING EASTING 40 50' FL TO LIMITS 50' FL TO LIMITS m <br /> 280+00 564019.90 1771737,97 563965. 19 1771821 .68 40 , <br /> 281+00 564103,61 1771792.69 564048.89 1771876, 39 15' 35' <br /> 282+00 564187 .31 1771847.40 564132, 60 1771931 . 11 ----- ---- SECTION WITH NO LOW WATER CHANNEL ---- ----- s a <br /> 283+00 564271 , 01 1771902, 11 564216,30 1771985. 82 1 7 STA. 280+00 TO STA. 290+00 z <br /> 284+00 564354,72 1771956. 83 564300. 01 1772040, 53 <br /> 285+00 564438,42 1772011 .54 564383. 71 1772095.25 30 <br /> } 286+00 564525.35 1772075. 16 564458. 19 1772149,25 I = = I 30 a y, <br /> 287+00 564597.21 1772153. 00 564521 .64 1772218.49 d <br /> 288+00 564662, 71 1772220.56 564587, 14 1772294, 06 I � _ = I U <br /> 289+00 564720.20 1772304. 13 564652.64 1772369. 63 26' 13. 6' <br /> 290+00 564793,70 1772379.70 564718. 13 1772445. 19 I I FIV) <br /> SECTION WITH LOW WATER HA NEL IF��11 <br /> I STA. 390+ 0 A. +00 20 Q4' <br /> 390+00 568330.56 1780919.22 568324.29 1701019, 03 20 1 <br /> 391+00 568436, 01 1780928.56 568417. 97 1781026. 92 100 60 20 Z Q 20 60 100 �W <br /> 392+00 568544.31 1790965.72 568498. 14 1781054.43 <br /> 393+00 568635.72 1781031 .69 568568, 14 1781105,39 J F- <br /> 394+00 568709.43 1781099,27 568641 .85 1781172. 97 D > <br /> 395+00 568783, 13 1781166.85 568715.55 1781240. 56 W .7. <br /> 396+00 568856.84 1781234.43 568789.26 1781308. 14 L1_ W <br /> 397+00 568930.55 1781302. 01 568862. 97 1781375.72 <br /> 398+00 569004,25 1781369. 60 568936. 67 1781443. 30 0 <br /> 399+00 569077,96 1781437 . 18 569010.30 1781510.88 TYP/CA L DES/GN CHA NNEL SEC T/ON <br /> 400+00 569151 .67 1781504.76 569084. 09 1781578.47 Z <br /> 10 0 10 <br /> W � <br /> HORZ 1" = 10' s <br /> VERT 1" = 10' <br /> *REFER TO SHEET NO. 4-9 FOR EXACT LIMITS OF <br /> EARTHWORKS (CHANNEL EXCAVATION) <br /> 99 <br /> PERMIT COMPLIANCE NOTES: <br /> .52 <br /> CALIFORNIA DEPARTMENT OF FISH AND GAME PERMIT: CR'E �j/���+ ,� C) PROJECT SITE B 4005 y <br /> t < Ex/sf.ny Fence 52 <br /> 105 <br /> Fy <br /> /� �* fa remain (7yp.) XOS <br /> 1. THE CONTRACTOR SHALL ADHERE TO CALIFORNIA DEPARTMENT OF R, �/ae/S f Hti <br /> FISH AND GAME (DFG) CODES APPLICABLE TO THIS TYPE OF WORK. SEP i/�/t ^a' �s- S� x42.80 <br /> � F <br /> 2. CONTRACTOR IS RESPONSIBLE FOR STRICT COMPLIANCE WITH THE Remove .5'o'to/'fence /pat`/+/ <br /> DFG PROJECT AGREEMENT. omd construe/ access <br /> 3. A COPY OF THE DFG AGREEMENT FOR THIS PROJECT IS AVAILABLE <br /> FOR REVIEW BY POTENTIAL BIDDERS AT THE SAN JOAQUIN COUNTY / /� fi/ I �✓ 7 390+00 V) ° m <br /> OF PUBLIC WORKS FIELD ENGINEERING SECTION. y y / /5' r-� o a e 3z ° o <br /> 4. A COPY OF THE DFG AGREEMENT FOR THIS PROJECT WILL BE a }% /+ " C-3 EIGHT MILE ROAD -�` ~ " r.., o <br /> FURNISHED TO THE CONTRACTOR PRIOR TO CONSTRUCTION START. W // ` f r;3 K (y t <br /> o o <br /> 5. THE CONTRACTOR SHALL KEEP A COPY OF THE PROJECT DFG �I t �,)e '� <br /> AGREEMENT AVAILABLE FOR INSPECTION ON THE SITEAT ALL TIMES. 0.� -:4 ^J 100 FAx <br /> W x <br /> y41;5't 000 10 *37.D2 w <br /> CREEK W ~ " <br /> W U Z <br /> 00300000000CJ9E- 1- <br /> Ex,sliis9 Orv.ii O.Ych ((�'{ ((j { � W/nuf Orchard (n �m �n�$6 0 ��n w Z <br /> Z 7 <br /> +28.24 i } / V) <br /> 28.14 U <br /> * Q O <br /> +37.4 Z <br /> n w.Ti� +12884 i� +'� .qi� ib 0 <br /> ORT/OVAL DISPOSAL S/TE � d 1 H�-H I o o m �- <br /> SOAZZ /" _ /00 ' _J U <br /> +2e.79 LL. Q J L.1..1 <br /> L7%n:fs of Op tion o/ O:yposo/ Sate „p g CHANNEL k CONSTRUCTION W Z v ' <br /> `5-- Di�ecfion of selrlacc droinoge slope to +a Z N Z <br /> diori7 fa ex/stmy di/ch S �" Z Q J <br /> am one <br /> +� *26.65 LEGEND: U U <br /> 00 � Q <br /> z OF CHANNEL 0 L) <br /> CONSTRUCTON <br /> Q ®CONTROL POINT ELEVATION Z W � n- <br /> `FW +PHOTO PANEL ELEVATION /Lj `V+y�. <br /> ,Q <br /> +24.84 O BENCHMARK ELEVATION a Q W <br /> PROJECT SITE A NOTE: Z <br /> z <br /> Nw <br /> THE BASIS OF ELEVATION AND STATIONING <br /> m <br /> FOR THIS DATA IS THE CORPS OF Date <br /> ENGINEERS BRASS DISC STAMPED (CA 54) 1 -5-94' 28 EER <br /> - !? LOCATED UNDER A HIGH VOLTAGE <br /> O BEAR 2 10N COORDINATES OF N 5OM HAVING 62961 23, III Joh Number <br /> +22.38 2 .59 eoo o eoo 1262-003 <br /> + 21.04 + I % <br /> E 1747480.69, EL-1.80' AS SHOWN <br /> 2.73 23.04 <br /> ON 1963 C.O.E. PLANS OF BEAR GREEN Scale <br /> $ „8 FILE / CA-3-4-6. <br /> ®22.80 J 24.02 2 12403 3 , 1 107 4 tw „�hR •d 26.54 SCALE 1" = 600' AS NOTED <br /> PIf_N 1 4 11 1 24.66 5.58 25.78 28.69 X \ <br /> `1\ 3.97 H +22.48 <br /> Sheet Number <br /> \LJ '+ 22.74� +19.10 l 2107 }10.00 <br /> 19.48 <br /> } +.21.17 <br /> PROJECT ENGINEER DATE CHECKED DATE ROVED q[);ATyE of 9 <br /> 394 �.�/ File Number <br /> (/ <br /> E- 1760 <br />