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� H <br /> A 9 C E F REVISION DESCRIPTION BY APP DATE <br /> CONFORM 10 EX15T PAVeME, _r "' NOTES <br /> o/ rn F`r r20A17 5HOULDErZ. N .-;.r.,•s.? :., .,,.,. <br /> N I. fY DENOTES I '/a O.D. IRON PIPE TAGGED L.S. 2457. (PROPERTY CORNER) <br /> O FQ �f�3.0 IIJ apartment of Planning 8,Building Inspection <br /> ' x I <br /> '00 x958 93 2 -� 92.\ 0 91.8 N <br /> 96.3 ig prLOVIpE GATE fL, pO5T5 ] 2- BASIS OF ELEVATIONS = EXISTING LOCKEFORD WASTEWATER TREATMENT P p lit T'. :22E�p - EXIST PG�.E POLE. Ft2OV0t 3" SCHEPULE 40 <br /> N 10,000 / = BENCHMARK (B M.) ELEV =99.48 N GOI.IDUIT IZISEI2 C3END TO SECZVICE r'EDESTAL <br /> Conditions: <br /> P. U.E. LINE CUT ❑ IN N.E.CORNER OF N.E. FOOTING P.G. 8 E TOWER SHOWN BELOW v �U C° '�j(o" DEEP. TRENCH SPALL r5E PIZOVIPErJ <br /> _ �V 3. 95. 0 DEPUTES NEW ELEVATION? 95.0 DENOTES EXIST ELEV 6� A O Zarb f5Y COIJTt2ACT012 @ 40" PC-15r W/ G" OF 5APP <br /> -- - - - - -- 93.5 - --- - - <br /> / S. - X 93.4 x Q AI30VE � I3ELOW COIJPUI7 ; IJATWE 5ACKFILI 5 <br /> 4. 7�X- DENOTES NEW FENCE. / <br /> VICTOR A1PH. I 95 ggg°3114"E 442.08 _ x91 x . / sasdescribedbythisplanandthatallexistingand reposed GOLIPuCTU125 y 12ISEI� �� r�G <br /> _VALVt I % 0 NE'r`✓ 12' ATC applicant certifies that the property Ii Cant agrees to complete proposal as shown <br /> -0 98 I 5. DENOTES NEW 12' A B ROAD structures and improvements are shown. The app <br /> 98'3 <br /> S. _ -__ 12' x 25 AGC ESS <br /> ROAD and to comply with all the conditions listed. <br /> Date �--�---=,/ NSW SErZVICE PEDESTAL <br /> IZAMp �r�h �� Z) 6 Q DENOTES AERIAL SURVEY CONTROL POINT n��� pe'T sH 5 <br /> n <br /> --- -- - Signed w <br /> Owner or authorized representative c� <br /> - <br /> 90- <br /> �C- 90- _ _ ) _ I I I_ I � 1 <br /> goy 92� 898 REPLACE EXIST FENCING A5 REQ p „ �r�r\jND r rrSr�C r uj\I J r 1\l J, 1 FlRaIApProval N.E. COR. OF VALVE BOX `_ <br /> INSTALL NEW MESH FEtIGE FROM r20AD 2/W TO SfTE TO Pf20VIDE 15 CMP Tentative 9nl 5�f0 ELEV. = 97.81 T <br /> pr1OV117E CONTINUOUS 5AIZIZIEIZ CUL_VttZT, 20' L& �,`�� 9y TOP OF PIPE IN BOX ~D III, <br /> FROM GATE F705-T5 TO 91.4 I� m <br /> E7CIST FEI�10E -- 91.5 m ELEV. = 92.01 W g z <br /> 91.6 _ _ PUMP STATION L o ud <br /> 91.6 91.6 _ prLOVIDE 12' GMP m J r .� / w 0_r SEE 5H 3 ) o w <br /> - _ m CULVERT, 35' L- �,, /' �� o o <br /> - ---- m ro o IZEPLAC E EXIST r-ENCE W� - -- - - --- ---- o w <br /> 93. 1 -- 94.6 97.4 EW WIrLE Idl�.°JH r 96.2 ON PI PLANT OLE 96. x <br /> - ---- - - <br /> o - 0 96.2 ANI7EIZS °T 10 GC / 95.5 96.6 95.8 97.3 ow <br /> J 79 f --- 97.1 <br /> 9 -- _ - _ --_-- _-- --- 98.2 _J u~i <br /> 92.5 t\IEVJ 120AD CSEE plzonvcG ONN �`- --- - <br /> N 10,000 % / ' S" 4 PO2 FINI5H Gr2APE5) 30 PUBLIC UTILITY EASEMENT LINE - .9 - <br /> IE 92.4 g 95 <br /> --- -- -- --------- --- - - -(� x96 _ <br /> NEW 12' GATE - - - - - -- - -- - - - XIST <br /> �_ -_ -b-57 -- - - ------_- --- - - -- --- 5 --- - 96- x - --X-- <br /> _ - - 97 _ 9Z 9 97 96.9 98.9 x - VALVE <br /> -- _ 95--- --3---- g---- - _ - <br /> ----928 9 4 92------ - - - 94?-- 95- x95- - --- X97 - x -- -- -- - 4--� - - <br /> �� 9 98 7 985 y- <br /> _ _ _Y- - - -i �_ s -- K - -- - --- - -�- goo 95?L - 97.9 <br /> --- --- -- - - x - - x - -- XX - .y - - -r <br /> z % - - --- - - 95 - - -- ... CAI L � - <br /> - - --- -- <br /> - - --- <br /> __ <br /> % - 97�.. 93- 93. 0 93 -94- 95- 13 983 <br /> 928 913 92.�i 7 <br /> _ _ - - ---- - - - - -- - ' I'VG <br /> 94' gq_ 132 . 89 94. 2 <br /> 8 112AMP COL AI2 OEF X3.4 93.81 96.11 EX ST12" P G <br /> Q �--- _�.. EE 3 <br /> 9 ) . O a 91.2 NEW DITCH 91.7 NEW W12E ME5P F% Mce 92.2 <br /> ` EXIST <br /> x94- /I �� 1?!,DIP <br /> 91.8 922 x IE 92.3 NEW IV PYG 10: 1 RAW <br /> � 1 <br /> \ 9" ROCK 2IP_rZAP IE 90.2 CONF012M <br /> �-p20VIDE 15" CMP <br /> C.ULVEIZT, 'LO' LG 94.7 94.8 TO EXIST x95 <br /> 971x I <br /> 95.0. 94.8 94.8 90.4 -- g8 <br /> 94.9 <br /> - -- 94.6 94.9 � x 9 .0 91 . 3 91 . 2 <br /> 91 .0 <br /> 91 g 94.6 A B.M.(SEE NOTE 2) 94.9 <br /> 924x 94'6 4 d <br /> 988 \ � <br /> - +-- 4 RG.B E. TOWER <br /> [9:2. 3 <br /> , I I� X0.5 50' 1 94. 95 0 <br /> - ! 5IO - ID <br /> 0 <br /> - - - - - - 98.6 <br /> N 9750 95. 94.9 9 .I gg3 <br /> 94. 9 94.9 I Z <br /> 95. 1; I I I / 95.1 1U <br /> 92-% <br /> x 4 x945 94.9 95.1 9 5.0 95.2 <br /> 921 I K SAN JOAQUIN COUNTY PU LIC WORKS DEPA T S <br /> J I IMPROVEMENT LAN AFPROVnL N <br /> 1. STORMCRAIN FES: 993 iCCll <br /> 2. WATERSUPPLY: FEE: LO <br /> L <br /> 1_m � TOP OF 3. SANITARYSEWER: <br /> - FEE: 1 <br /> LEVEL EVL 4, TOTAL PLOT SIZE: 26 .AC DEVLP. SIZE:- mD'} <br /> REMARKS: <br /> l0 <br /> THIS APPROVAL IS ADETERMINATION THATTHE DRAIN->3ECONCEPT AS 95.3 9 <br /> 92 I SUBMITTED METS IH, REQUIREMENTS AND DOLS NOT RELIEVE THE yrJ O 94.9 xgg 7 <br /> 929x <br /> 95 2 D-VELO'ER OF THE° r I'LITY OF PROVIDING ADEQUATE DPAINAGE. `%5t. 1 <br /> X946 2 9 <br /> I io <br /> 95.3 5.2 AMENDMENT,OW�ISSIGN OR DEVl95D I FROM THE DRAINAGE PLAN AS APPROVED L <br /> 95.1 95 . I 95. X SHALL DE THE SOLE PF-IONSIBIILI rYY`OFF THE DFVELOPFR(PROPERTY OWNER). <br /> 95..1 G �/l T�letK <br /> 1 <br /> RECOMMENDED: <br /> DATE -- <br /> } <br /> NE W <br /> ��DIRECTOR OF PUBLIC WORKS DATE <br /> 92.3 I PITCH 1L 2 <br /> 92 x x 948 <br /> MEW W 1I2� 95 3 J' <br /> NI�S( 1 4�ENGC - x953 95.2 95.3 <br /> 95.4 95.2 <br /> 95 1 x 953 x953 95.3 % <br /> 1 95.3 95.2 I NCW 5TOMGE� P0131) 961 ' <br /> r- 94.9 <br /> 1 95.3 95.1 =a I lU <br /> - - VOLUME Ca 10' DEPTH) 53.0 AC21✓ F7 <br /> 92.6 wax I m <br /> N 95v� - �� SURFACE A ISA Z o <br /> @MIN DEPTH 4.65 AGZE5 SpolLs o <br /> FUJI @ MAX DEPT" 5. 98 ACRES ACZCA n o <br /> -� <br /> 1 � 94.7 <br /> _ xc GUT FILL 35,000+ CU(31C `1'ArDS x <br /> ° I 9�.4 95.3 95.5 � 95.3 <br /> 0 95. 3 x953 95.2 95.4 � 1 <br /> 951 <br /> z 95.3 <br /> 95.2 95.3 <br /> 92.7 2 95.4 <br /> 95.4 O 1 <br /> N <br /> 929- x95- <br /> x 95.5 <br /> 93.4 91.5 91 . 5 <br /> 4 91 .4 962 <br /> 92.8 ,_� r'L (Ty F) 95 <br /> 6 95 5 .3 915.5 >494.9 <br /> 9\5. 5 95.6 95. �h <br /> 931 I 95.4 95.3 95 2 95.4 x95- \ -NEIN/ WIfLE NIC�JN EE! ICE <br /> 95.40 95.3 95.3 L�1 <br /> 1 t IJC-W DITCH 95.71 93.1 <br /> 1 \` x XX % X -- -- 93- 2 <br /> N 88'31' 14"W XX <br /> ge►- <br /> 92.9 <br /> x95- <br /> 5 - -�\ 93.8 <br /> IMBER <br /> LOCKEFORD COMMUNITY SERVICES DISTRICT DRAWING NUMBER SHEET NU <br /> SCALE DATE DESIGNED MSS SUBMITTED O DEWANTE AND STOWELL LOCKEFORD, SAN JOAQUIN COUNTY, CALIFORNIA SITE PLAN <br /> MAR 1WASTEWATER TREATMENT PLANT OFIS <br /> 987 CEPS RECOMMENDED CONSULTING ENGINEERS 2 <br /> DRAWN <br /> z I = 50' FILE CHECKED LCC` APPROVED 1910 S STREET, SACRAMENTO, CALIFORNIA STORAGE CAPACITY EXPANSION <br /> a <br /> 86 - C9 <br />