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2 I NID-YALLEY ENGINEERING.-INC. MILL BE PERFORMING THE CONSTRuiii N STAKi1M: FOR THE
<br />COMPLETE 14 3 O — ' K EMPLOYED
<br />TO USE ITfESE PLANSF, fllfi. FOR THE KMSE OF CONSTRUCTION STAKING, NOTICE IS
<br />HEREBY GIVEN THAT THE FIRM OF KID VALLEY. ENGINEERING, INC. WILL NOT ASSUME ANY
<br />RESPONSIBILITY FOR ERAORS ON OMISSIONS, If MY, WHICH NIGHT OCCUR AND WHICH COULD
<br />c "'•.'P6 ffoe7.4,'W G!/E6G A Y4 'r21/YCiPET6 HAVE BEEN AVOIDED, CORRECTED OR MITIGATED IF MID -VALLEY ENGINEERING, INC. HAD
<br />- 'ff0'W"?'&eaee f'.0;eda"W'WP /ewE' PERFORMED'THE STAKING WORK. -_
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<br />GENERAL NOTES Id -a MAX. ' ` / •rrir ® cJrb/rD �'/ 0 —
<br />GATE rRANE I.Vt STD PM j
<br />TANK -Hydro-Dneumatic System � •�� 1c1 �\••,.\ ny,r���l, �� „ .^+
<br />S:•.�4f: \`� •rn\S;"'''-:?:. '+ OCKWO e >'++
<br />1. Tank to be of size and shape as shown on plans with a capacity of..>•% ton,
<br />,000 gallons. + GATE roar :-vt•. ;`...- v
<br />"' •: +. s' ' • . «\� Sfet/ bdpc�r/s sup ro- -..... _.
<br />2 �biisfrlira�r _ e>j/ldc faof li ds /ii Ae�vv/vo/�cr .r/Yfi f6t ra�enf .&'�E C .�', - ti`.v i n z ki \� a'` t` ` ~ v
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<br />Tan�l ' w w !Z O/mv. �:,. •. \��: cc g,,.�,a B silt/Pi /sg�ir�r�rb sa6�if aPs a c+r/cs
<br />ti,�� aaurG LINE
<br />�'•; +..• \ I fo Coa/�rf'f/�//f•Y/ i/N/�y/iJ�
<br />3. Working pressure to be //O psi.
<br />?. A11 steel in shell and head shall conform to ASTM Specifications. sYeoo w1TxTueKwaKLE ceourw uKE w I eAOW141 e A�O.B.C. /7w,a, _
<br />{ 1f is/Jihicfcor% . ... Tank shall contain site glass, relief apparatus, manhole and other � � .� � '' .. .. - �• '• , i
<br />appurtenances as shown on the plans.
<br />" Tank interior to be thoroughly clean of rust, scale and grease. TYPICAL GATE
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<br />• — —• —
<br />TYPICAL FENCE r1�7rE U/i/vie �rrsfii�� f<o« ao i— — —
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<br />time for drying between coats.POSTL •I I I
<br />8. Exterior to be cleaned and factory painted@time of construction with !/!O�/Y9 1,7dem/roeeC 6ii<p/�d --�
<br />—",� I--- —�-- —
<br />one (1) coat zinc pruner.d/o/�s I i :�' -----
<br />9. After installation, paint with two (2) coats Infini 45504 silver as
<br />specified by District Superintendent.
<br />10. Support tank with steel legs as shown. GENERAL NOTES ASl/y1 4 307
<br />11. Concrete for footing to be Class "B", 2500 psi min. as specified in "sr''STD 'f RAIL
<br />Section 90 of the State Standard Specifications. r /�.y "— FAHPoc— coon link wire, zinc ooGtea,nae gaga ,5�/s�7/614K)
<br />' "�•�•' •'�� �� woven in o 3-V2 s S-1/2" mesh
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<br />n • / / POST — Caner post b be 2 3/8" Q0.
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<br />12. All piping above grade to be steel pipe schedule 40 welded and seamless. .; •>:h,+w;,:•/ j%j
<br />�, �f wu past robe 2-7/8 C.O.
<br />Paint to be same as tank exterior. •• +.�c�i,�. --�
<br />13. All fittin s, valves, flan es shall be AWWA,125 psi working ��`++ Line posr ro be I-7/8 as IV 9 9 P 9 Pressure. .••:`� ++1a�':� RAIL - Top roil to be 1-5/8" as __ _
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<br />14. Contractor to submit shop drawing for compliance with these specifications F WERE — 7 gage col spring bottom tension wire
<br />and for -the arrroval of the Envinner .and District Representative. , °d $ 47-S- BEDi3tXJ9
<br />s Post to spaced of 10'-e centers.
<br />1L DUI F'I..,AiJ P VISIQi�s first to be placed in We8" Dia hole filled
<br />��pfD` ��• G• !"�I '�/�eC������/C O��S� b _ with .concrew. -- .._., _ _ --. EOY A. 6ALLI R.C.[.T6014 }
<br />CO�/i%%�(�r ✓O%% (/�OgUI�� CO�/SCd/�/%IO- BY . DAT-E-t- LZ tp �� MANNING AND ZONING � U� Drar• f s� SNEE1
<br />k''E Iro0Z4- TYPICAL CORNER POST I D
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<br />/YD ✓Ill.•7LE MODESTO , CALIFORNIA (209) 526-4214 f1iSi'_____1LQEfN�UIN ..-:_CQl1d�T '
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