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SCALE 1"=50' <br /> v4I <br /> OT 10 LOT 15 <br /> I <br /> EXIST 25' P.U.E. EX15T 25' P.U.E. } F <br /> 90:301 EXIST 12 x48 G.S.P. I - <br /> - - � AVENUE 12"x24' G.S.P. �'y�p EXIST 12"x20' G.S.P. <br /> �0,79n 91.807 ._ 94.079 95.092 In / ♦ i L�NV� I...�I <br /> 9z:z6, 6+3q.589REID AVENUE93.1za _ T- _ p I Q <br /> - <br /> - <br /> 9e-- <br /> 9 -� �- - _ - - - - f- - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - <br /> - _ 91.190 - - - y1,g79- - - -9y504 - - 8�a- - ._ 93.689 - - - _94.930 - 94.589 ��94 <br /> \ 95.329 -- - q - - ._ _ _a- - - - - - <br /> - - - - - - - - <br /> 14 15 Ib 11 <br /> 8 1 I <br /> 4 92.661 93.260 93.799 94.442 94.8 941 95_261 95.480 - -- '12" TREE - II 12 - <br /> 91.458 92106- _ I - <br /> 95.304 - - - - - - - - - <br /> -_ 97.264- - - -91397- - _ 9L46Z _ - - 93.108 - - -93_71@- - - -94_09 - - - - - -95 19-5 - - - - - ...-- 0-30" TREE - - - - - _. - - - - - - - - - - - - - - ._ - - - - / - - - . . <br /> 000 94.165 ._ - '__ _ \ . . - . . <br /> 90.784 90.599 91.635 92.959 93.084 93.678 <br /> 0090.5b4 92.202 6 93 279 45" TREE - <br /> 9 .14090.858 90.755 I 91.335 92.041 92.590 9 . 59 93. �� \ /- <br /> b+q0.l? REID AVENUE E- - - -- T - - I5+0728 REID AVENUE <br /> \ TELE RISER X EXIST 12"x28' G.S.P. T EXIST 10' P.0 E. EXIST 10' P.U.E. <br /> L <br /> \ w- PROP05ED 20' P.U.E. I <br /> PROPOSED 20' P.U.E. I PGdE BOX Q EXIST 12"x48' G.5.P. <br /> 1 93.218 1 <br /> 92795 93.079 93.5 93.675 <br /> 1 I <br /> 91.253 91.939 11 , <br /> 0.83 .197 90.658 18x44 GS.P. <br /> _ INV. 91.67 (Iw <br /> INV. 91.65 (OUT) <br /> 1 I I I 39.7 9,71 1 93.229 1 I LOT 4 I I <br /> 9 3 90.874 I 91.354 91377 92.474 3. 93.881 <br /> 9.9 9.71 193.051 <br /> I SEASONAL WETLANDS <br /> PROP05ED 50' PRIVATE <br /> ROAD EASEMENT d P.0 E. <br /> LOT 5 <br /> I I I I <br /> Z <br /> � <br /> 91 68 I 20' P.U.E.-~-193.225 3.6 INSTALL STR <br /> 94.123 I AW ROLL OR FILTER ROLL <br /> 90.4 5 93.257 <br /> 90833 I 91.677 . . i <br /> I OT Ofcl <br /> 25' B <br /> I <br /> Lu <br /> 193.725 1 <br /> 4.5 <br /> 1,036 90.920 <br /> 91.509 92.440 93.080 93.698 <br /> I O <br /> 91 114 94.796 <br /> � <br /> / TOP OF POND=52'x150' I I <br /> - - - - - DRAINAGE 01,005 RETENTION <br /> TION POND "A" } <br /> V96 680 <br /> 25' BUFFER 94.0201 <br /> 1 lu Q I I <br /> 9L306 91.156 91.753 92.439 93.437 93.853 0 95.878 <br /> 91 95 I O <br /> 10' m s.a <br /> IY NOTE: ER051ON CONTROL <br /> EXIST 10'91.792 92.136 92:136 94.451 ALL DISTURBED AREA TO BE SEEDED <br /> 92.887 93.429 <br /> 1.887 91,727 194.397 1 1 96.968 AND VE6ETATED PRIOR TO WINTER 1 <br /> 5. SEASON LOT 51 <br /> I i ZI I 1 <br /> 1 , <br /> 1 95.001 1 98.839 < 1 <br /> 92.139 92.418 92.601 93.081 94.003 1 94.9991 1 97.449 98.485 <br /> I I 6s I I I I <br /> n 976 a }- ( I OT 2 <br /> LOT5 <br /> 95.389)1 1 <br /> r100.041 O <br /> 96.4 <br /> 97.626 99.301 <br /> 94.616 r 95.215 1 I I <br /> 2:751 92.819 <br /> 93.943 93.551 1 <br /> I 1 I 1 <br /> 96 Ae 99.130 100566 9 680 6 <br /> - <br /> A \ 680 <br /> I <br /> Ln <br /> 93.260 93.268 93.766 94.640 95.710 1 96 6 2 <br /> 3.567 L - - - - J 98.054 <br /> 94 13 93.531 93.525 9 0- 94661 95.822 96.266 97.204 98.264 99.692 <br /> TOP OF POND=45'x52' �'r (7 <br /> EXIST 10' P.U.E. <br /> DRAINAGE RETENTION POND "B" I I I <br /> I � <br /> 26?b c.F. OT I I I <br /> I I <br /> I <br /> 93,994 94.359 95.948 96.213 97.353 <br /> 93.764 95.864 98.415 99.163 <br /> 9 50 94.979 <br /> I <br /> II I I <br /> 98.138 <br /> 94J737 1 I OT <br /> 9�. 94.485 95.150 96:321 <br /> I I <br /> I I <br /> b' VAR. b' I <br /> 5'rORM DRAIN POND 'A" 4' VAR 4' 1 <br /> ROADWAY= (IgfP25 SF)(0.55)(027)= 4,504 G.F. is, <br /> REQUIRED VOLUME (2)(4504) = q,005 G.F. 1' <br /> k��t <br /> � I I <br /> '�1: �:� �,,r�.tri,✓iri I I <br /> " <br /> YTORM DRAIN POND B I I <br /> ROADWAY= (5E52q 5F)(0.55)(0.2-9. 1,556 G.F. NOTION CTION 5--5 <br /> REQUIRED VOLUME (2)(1,358) = 2,6,6 G.F. SECTION A-A NOT TO SCALE <br /> I I <br /> NOT TO SCALE 1 <br /> SEAL: <br /> I I I <br /> Q�OVESS <br /> F. ski <br /> REVISIONS JOB NO. : 02097OA2P5 EARNEST F SMITH - CIVIL ENGINEER SHEET <br /> N0. DESCRIPTION DATE BY DATE 02/26/07 11:04 a.m. <br /> C-15372 z AS HTO N PLACE NO . 2 <br /> : � r" <br /> -- EXP. 3-31-07 221 WEST OAK STREET, SUITE B-2 PHONE 209 334-6523 <br /> SCALE HORIZ. 1"=50' ( ) <br /> SCALE VERT. : P LODI, CALIFORNIA 95240 FAX (209) 334-2611 <br /> �Q- SUBDIVISION IMPROVEMENTS <br /> 3 <br /> DDRAWNESIGN qTF OF Cpl � R.0 E. O: 53727 GRADING PLAN & EROSION CONTROL PLAN OF 3 <br /> CHECK E. F. SMITH, DESIGN ENGINEER EXP. DATE: 3-31-07 SAN JOAQUIN COUNTY CALIFORNIA FILE NO. 02097OA2P5 <br />