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V <br /> i <br /> ' EARTHWORKS <br /> BASIN <br /> DECAVA1101I- 12.611 of ALIT AL WT) I� <br /> CRA0616 FU-732 la(TOTAL FIUJ= <br /> 7 i - 0 w. -NAM SOIL <br /> 20 a.>f4-AC(S'THC.) rn <br /> C7 BASN 60 a.of-MC-(4'TW) <br /> ` 66 Lu lch-Lw 1REATm$A(1cr iNL] V 1 <br /> LIMIT OF -�- CML LEGEND <br /> CONSTRUCTION <br /> PAI�EYF711 CiR1E h lllk.O+IiA � Q <br /> \ y r <br /> ._ (, MSTR1C710IN N01E$ <br /> 2 3 4 m <br /> ❑t 51A'15EY CB1i7(1R P06175 <br /> __--- --z _ ----- - ---------------------------- <br /> aaao❑ Y <br /> -- --- ------ Bwwr COHR+OLPOINTS <br /> E iNlFR�N <br /> DESCRIPTION NORTH EAST <br /> SW BUILDING CORNER(INSIDE) H?1237fi1.93 E 6329511.04 F <br /> 5 8 $'j NE BUILDING CORNER INSIDE N 2123890.09 E 6328871.07 N <br /> 3 SW CORNER PUMP STATION 1k4 N 2123844.62 E 5328780.93 ' <br /> -- <br /> i 4 SE CORNER PUMP STATION 1k4 N 2123843-0 E 6328853.36 p�i7t <br /> II I I e 5 NW CORNER PUMP STATION 2 H 2123797.52 E 6328802-96 5l5 <br /> _ 3 <br /> SWSW�� � _ 6 SE CORNER PUMP STATION 2 N 212378209 E 6329845-50 <br /> 1 8 I NW CORNER SWR PUMP STATION H 2123816.80 E 6328844.17 <br /> SE CORNER SWR PUMP STATION S 2123808.75 E 6328869.46 <br /> 9 BEGIN PAVEMENT N 2123807.46 E 6328934.37 <br /> k Li II 8 6 5 F4 t0 END PAVEMENT N 21238}5-93 E 6328952-48 <br /> r I [ I ❑ [e I 11 9EQN PAVEMENT N 2123740.81 E 6328791-05 <br /> 4 CC w i, 2• I I 12 END PAVEMENT N 2123749.28 E 6328809.97 z <br /> EYP <br /> 13 CENTER DRAIN BOX N 2123839-t1 E 8328889.06 IA gp <br /> 14 CENTER DRAIN 00% N 2123799.64 E 6328873.81 <br /> i I }5 CENTER DRAIN BOX N 2123888.71 E 7328907.52 <br /> f I6 CENTER DRAIN BU1f N 2123794-26 E 632WW-82 <br /> .v _r....,,�_. _. j I 17 CENTER DRAIN BOX N 2123771-44 E 6328837-88 <br /> i 2ZCENTER DRAIN BOJ[ N 2123788.41 E 6328795-19 <br /> 1 J ! 13 19 CENTERDRAIN BOX H 2123833.77 E 6328773-03 <br /> I 1 � �• I 7 -� 5 In?l �V - -t� <br /> 5 - f HPORIZCWAL CONTROL 114KNUATION [} <br /> QEAFIIO RA0NT8 TANCIENT <br /> , N 25'03'48'W I&50' a <br /> f 11 g x' I 2 N 6456'12'E 21.33' <br /> 25'03'48 W 83-83` <br /> rl (�I\ ! <br /> � I I w� � `� I 9 + N 64.56'12'E 26-83' <br /> g I If 3 PS2 .. E r I I 5 N 25733.48' <br /> 6 N 64 At 2'E 14.70' <br /> I I 8 1 y <br /> 1. g C� <br /> �® <br /> N 25103'+8-W 84.00' <br /> /!! B N 2513'48'W 143.00' <br /> J 9 N 6456',2 E 20.00 IL11�4 <br /> 9 10 - -l4 � `. <br /> 7 9 10 B CONSTRUCTION <br /> _ o p <br /> - - - --- ---- ---- LATHROP STA. <br /> d. <br /> z I - - ------ - - ---- -- --- - - ---- <br /> 9 2 �SUB AT 95X RELATIVE COMPACTION PER OF FLY d� <br /> � { � ASH TREATED <br /> : 1 ---L c ---+--- ---- - ------ 8--- _ -- - <br /> - � 2 <br /> sPEgncAnoNs AND REcouuENDAn4Ns FRou E1+cEo. ,d a <br /> DAYLITE BREAK 2 CONTRACTOR TO PROVIDE TEYPORkRY STABILIZED CONSTRUCTION ENTRANCE. C� ®o ��[,i <br /> 12 T 17 ifi PROPERTY LINE LL--- <br /> Q MIN. 6' THICK,CLASS 2 BASE ROCK COMPACTED TO 95%MAXIMU11 DRY �•4�� a <br /> Q R 11 9 N 89'56'12'E L.L_--_-__--. DENSITY MT14 WASH DOWN AREA AT EACH INGRESS AND EGRESS POINTS Cf R � <br /> {[ _ <br /> p - ----- '----- -- '- ------- --- -- - AC LAP.101NT [y <br /> INTO THE PRO,�CT SITE.TEMPORARY CONSTRUGTiON ENTRANCE SHALL BE <br /> ry B'S,DEWALB PER p�TAll } (TYP-} PAIRED WITH FUTURE PERMANENT DRIVEWAY ENTRANCE PERFORMED BY 1-9 �jp C3 s <br /> 1 tri (BY OTHERS) LATHROP ROAD CONTRACTOR. C3 C;g 14 �3 <br /> r x, Q3 7X7'BOX CULVERT WI BELL AND SPIGOT JOINT WITH AST'HALT SEAL TO <br /> -_ --- - FRONDED EVERY 10`(MS UNIT BY OTHERS) <br /> -=2 w y 4Q 7RASSFOHMER PAD 8Y PG&E-ELECTRICAL TRANSFORMER PER SHEET Ef.4 E1.5. s <br /> ST. CIO <br /> STA. 32+60.58 ` ST. STA. 34+26.00 Q CONSTRUCT 5'PCC OVER 4'CLASS 2 AB PER STRUCTURAL DRAWINGS AND WZ <br /> _ CONSTRUCT ZO RUA42 I 19 CONSTRUCT COMMERCPAL �. CALCULATIONS. y <br /> DRIVEWAY PER CTTY OF <br /> a <br /> LATHROP STD. 0£T+►tl R-13 ORVEIYAY PER GTY OF �]6 CONTRACTOR TO LEAK TEST WET WELL ACCORDING TO ENGINEER SPECRICATIONS. UQ = <br /> - - N - LA114ROP STD.DETAIL R-13 CONTRACTOR TO GUARANTEE WET WELL MEETS LEAK TEST REWIREMENTS.SEE Z <br /> •" - +�'Rw f0'!4w� -lp-Rw f,'Rw +�;Nw - lo- -'17-P 55 ------- •• -•"--- -uw MECHANICAL PLANS FOR WET WELL DESIGN <br /> Qw <br /> (7 KNOX BOX SECURITY KEY BOX(PROVIDED BY FIRE OEPT.)ATTACHED TO �W :. <br /> WROUGHT IRON FENCE BY CONTRACTOR,CONTRACTOR TO PROVIDE MAIN Z <br /> A +� <br /> LATHROP�� 34+00 GATT:LOCK AND KEYS PER LATHROP CITY STANDARDS F-6, <br /> 6-snwz- _ Llrgt�-- - -18•Srrl _ _ - - - - E� - -. - - - - - - - - - - �8 GENERATOR PAD PER STRUCTURAL PLANS Q� � <br /> # -IA'5F 14'vm 2- - +'s I��14 srr�'r� 09 G'9NSTRUCT 7 HIGH WROUGHT IRON FMOE PER ® �z <br /> 1@Q CONSTRUCT WROUGHT IRON GATE PER DETAIL W <br /> PCC HEADER <br /> 4f PRIMARY FUEL TANK,PAD PER STRUCTURAL OWCS <br /> SLOPE TO lQ SECONDARY FUEL TANK,PAD PER STRUCTURAL DWGS y;Q <br /> GRADE TO 5 D 10 2O 1 30'PVC GRAVITY SEWER AND MANHOLE(BY OTHERS)(PROTECT N PLACEI au <br /> E - 14 DO LARD PER DETAIL FIGURE <br /> 2 .f i -'--- E --. SCALE: I' _ <br /> 10',O. <br /> a DETAIL A - PAVEMENT TERMINAT10N DETAIL <br /> ;x <br /> N0 - <br /> J09 . 8275-E � <br /> I <br />