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o0 lJ { I o0 99.4 • }103.q •98.9 l 98.7 .98.8 -98.q •98.9 •98.7 ►98.8 •98.8 •98.9 •99.0 •98.9 •99.1 •98.7 •98.4 I EXI5TING DIRT ROAD El EXISTING DWELLINGS 104.O •98.8 .q8.8 . 98.9 -•99.0 _- 99.a •99.0 •99.0 •99.1 •99.2 •99.G • 100.4 •100.4 - 100.0 99.9 100.0 100.0 ... . . . . . . . 10 .0 108:8 1°00:8 1°S:8 �88.g oo.G X88:8 0.7 $S� $8:� 88:� X88:888: 188- G • 99.G .99.4 C •co G O, G 0.7 G 0.7 C 0.8 G 0.8 G 0.3 G p 1 O.1 100.0 S 8 •X88:° •100:44° •10°°:g° •101 y •101.I° • 1Cll.o ° • 1D0:9 oO'° • 1DO 00: . . . . . . . . 99.7 99.8 1 •10 p G O.1 C 0.4 G O.8 C 11 G 1.1 1 1.0 1- �_ 0.4 100.1 •99.4 •99.2 G 0.9 G 0.4 G O.1 C 0.1 \ - . . . . . . . . . . . . . . . i 100.0 • 99.9 G 0. _ =qq.G -' --t-lo 100.0 •1C0 22 1 40.0 003 •101°.5 • 18?5 • �SgS •101.b° • 100:5 •180:2 �0a-2. .99.4 •99.3 G1.5 G1.G C1.G G1.0 G0.5 G0.2 G0.2 -- ` . . . . pp p . . . . . . . . . . . . . . - 100.0 100.0 •100:8 •10 .+ ` � •'O o � �--•. �_ O 1OD 1 p pppp 1Op p p p pp p 100.2 • 100.0• 100.0 •10 r� 102.o •182.3 •118 100:6 •180:2 100:2 S:6 •,104.3 •99.9 �'� 99.4 •99.5 � i 0.0 G G0.8 C1. '� � 1 _ ` -�� 2.1 C 2.3 G 1.1 G 0.6 G o.2 G 0.2 0 . . . . . . r,� r f i 100.0 10000.80 100..0 100..0 1oo.0 00.0 pp p` \ p p 1 100.3 • 100.2 °0: • 0:9 .101 G 1:1 •101:4 •101:5 01:� •101.3 Op,2 �3:6 • 100 • 101°.0 100:0• . G 1.3 G \ 99.4 •99.4 no - G 3.6 G 2.0 G 1.0 G 0.2 p . . . . . . . . . O N . . . . . . 8 100.0 1oyO.o 100.0 to°.O 100.0 100.0 100.0 100.0 100.0 J Z 9q.8 • 99.6 100:5 Qi: •101:8 •101 •101.8 •1O .g o •102. •io3. 0 \ \ •100.0 00,.0 100.0 8 G 6 G 1.5 C .8 .� G 2. G 3.8 100 04 8 102 G 1001• •99.4 • 99.2 �` o a f G - \ \ 4. G 2,6 G 0. a F- 0 100.0 100.0 1 0 0 100.0 1 0 0 100.0 00.0 100.0 1 99.2 . 99.6 • � •100.(0 •10 g • 1816 •102 p •182.7 •103.6 •104.0 •104.8 •105: \•105.2 \ 84°.4 140.0 100.2 G1:8 G1:6 G2.0 G2.7 Gsa G4.0 G4.8 G5.0 4.0 040 `�9.4 99.6 v Q 1 0.0 \ p i EXISTING DIRT ROAD 100.5 •10 .G SCALE 1" = 100' co 100.0 100.0 100.��lo 100.0 100.0 100.0 � . . _ . . . . . . . . . . ] 100.8 2 0 02.7 10105.0 \ 0.0.O ` •102.4 • 102.4 • 100.5 •10x.9 • 101.2 •102.2 •101.6 102.8 • 102. •102.8 • 102.8 1)m,p 1 o I • 00.2 •101.2 •101.2 •101.6 •102.2 •102.3 •102.5 •102.2 •-102.0 \ •10 3\ •102.4 . . . . . . . . fD0 \ . . . . . . . . . . . . . . . . 00 1 ; A cnf { 1 4 _ EXISTING PROFILE - 11q - � . . . . : . . . QUANTITY INFO I 4 i' PHASE CUT FILA. NET -105 . . . . _.__. _W_ __ _ --100 i `'�-`---' '--•�•-�--- TWO N/A N/A N/A ! . . . . . . . . . . . . : : THREE N/A N/A N/A I FOUR i FINISH GRADE 100.0 TOTAL 30,000 N/A 30.000 s WATER TABLE 72'� ! I i do i I 1 / 1 i LI 1 s t e t 15'± 5 MIN. 17 MIN. f _ EXISIIN EXISTING EXISTING 3:1 SLOPE 3:1 SLOPE EXISTING 3:1 SLOPE EXISTING --�� 3:1 CAPE NEW GRAD SSJD CANAL NEW GRADE NEW GRADE NEW GRADE �`~ D E T A I L A D E T A I L B D E T A I C CALIFORNIA COUNCIL OF _.-. S.S.J.LD.--1T5 ElAPLOYEES AND AGENTS H:1 � 100 JOB N0. ARE NOT RESPONSIBLE V: 1" - T O' _9306 CIVIL ENGINEERS & LAND SURVEYORS FOR VERIFICATION OF ELEVA11ONS AND DIMENSIONS DRAWN DLj DATA 7/1/93 -i -p.Al T; N s � T CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION � INDICATED ON PLANS NOR ANY ERRORS OR OMISSIONS THAT '�J R PRAC110E5. CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR I MAY BE PRESENT. APPROVAL IS SJBJECT TO THE DATA DESIGNED SHEET JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS SHOWN WHICH APPEARS TO BE IN CONFORMITY WITH S.S.J.I.D. DLH AND PROPERTY; THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO REQUIREMENTS FOR PROTECTION OF DISTRICT FACILITIES. NORMAL WORKING HORS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD CHECKED 'Z 801 17th STREET, SUITE `F', MODESTO, CA. 95354 DESGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY. REAL OR ALLEGED. IN CONNECTION WITH THE DLH 2 PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN SO CONDITIONALLY APPROVED: i PH: (209) 526 PH FX: (249) 526--4472 PROFESSIONAL. DATE AS--BUILT 2 - - OF