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O I MIO-YAILEY EN6IIIEERING.-iNt MILL OE PERFORMING TME CONSTRUCTION STAKUO FOR THE
<br />3 r 5=1- COMPLETE Nii;ER ANOTHER ENGINEERING AND/OR SURVEYING FIRM SilOULD F
<br />3 — K EMPLOYED
<br />TO USE HESE PLANS FOR THE MRtPOSE OF CONSTRUCTION STAKING, NOTICE IS
<br />HEREBY GIVEN THAT THE FIRM OF MID -VALLEY. ENGINEERING, INC. WILL NOT ASSUME ANY '
<br />RESPONSIBILITY FOR EAAORS OR OMISSIONS, IF ANY,.WHICH NIGHT OCCUR AND WHICH COIR.D
<br />c J P!/.t7P AiY1J G!/E6G 4 Y4 'r21/YCiPET6 HAVE BEEN AVOIDED, CORRECTED OR MITIGATED IF MID -VALLEY ENGINEERING. INC. HAD
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<br />GENERAL NOTES Id -a MAX. / 'iris ® cJ/Y/rD emy
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<br />RATE /KwE I.Vt STD Pft j �ror .....- .� � :-B-sfx�Flpe •o
<br />TANK -Hydro-pneumatic System � •�� Ic1 �\••,.\ ny,r���l, �� „ +�.^+ ��/�, - � /-/ �
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<br />1. Tank to be of size and shape as shown on plans with a capacity of..>•% «;ter`.'::? : + w�Te Kw 1 •t`
<br />,000 gallons. ix,+ wrE roar :-vt•. ;` :: r } P� ,
<br /><,+:. •: +. s': ' ' • . «\� Sfet/ bdpcJ�rfs sup ro- -..... _.
<br />2- sbrislrrr air _ e/%lric faof rh ds iir ae�vvrvorrcr .rrYfi f6t ra�enf leme e .�' , - ti`.v i n z k i \� a'` tt` ` ~ v
<br />Tan�l' `r�a/i<! �< efomp .,,; ...... �:,. •. .� \��: cc ' � , �,,,. �,,.�,a `' B :silt/Pi /sg�ir�r•�rb sa6�if aPs' a c+r/cs
<br />ti ,�� aauro LINE��+ �'•; +..•\ !' fo Coa/�rf'f/�//f•Y/ �ro
<br />3. Working pressure to be //O psi.
<br />4. All steel in shell and head shall conform to ASTM Specifications. sYeoo wlTxTueKwaKLE ceourw LIKEw I ecaoWlo/xe ic'��/d.C. rr'rz• _
<br />Tank shall contain site glass, relief apparatus, manhole and other
<br />�a/Jihicfcor% .
<br />appurtenances as shown on the plans.
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<br />I� Tank interior to be thoroughly clean of rust, scale and grease. TYPICAL GATE
<br />TYPICAL FENCE 4 M 11i/ri< arrsfri�/ f<oe< aoi — — —
<br />A time for drying between coats. POST rYDrf/1 f1X0'Af1B%o<L •I
<br />8. Exterior to be cleaned and factory painted@time of construction with /llodf91,7demrroee 6r/<prrd --�
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<br />one (1) coat zinc pruner.d/oars o� ilio/<d
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<br />9. After installation, paint with two (2) coats Infero) 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 "sra' aTD'f RAIL
<br />Section 90 of the State Standard Specifications. r /�.y "– FABcoon link wirezinc ooatea,nae gaga ,5�/s�7/614K)
<br />' "� • � • ' •' �� �� waren in o 3420 s S-1/2" mesh
<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 you ro be 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 post ro be I-7/8 as NTS
<br />9 9 P 9 Pressure. .••:`� ++1a�':� RAIL - Top roil to be N-5/8" as __ _
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<br />14. Contractor to submit shop drawing for compliance with these specifications F WIRE — 7 gage col spring bottom tension wire
<br />and for -the arrroval of the Envinner .and District Representative. i °d 8/47-5- BE0i3tXYJ
<br />s Post to spaced of 10'-0" canters.
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<br />ec�i� a<,gi,6/c X/o�.�s, �) pl y- ISI ©I�)S Post to be placed in We a Dia hole filled
<br />: C1F'em
<br />with .concreto
<br />k''E IIDOL 4- TYPICAL CORNER POST
<br />Az ADDED D/MS TQ PUMP SITE
<br />- - ew //Y L//Y/l 4 E�MrEe ,oWrA4P AL
<br />PLAM
<br />PLANNING AND ZONING
<br />• • CIVIL ENGINEERING
<br />ALLEY • )AND SURVIVING
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<br />MODESTO, CALIFORNIA (2 0 9) 526-4214fjzSi'_____1LQEIN�UIN
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<br />REVISIONS
<br />S MI.. Dole Ds•rl,1•• I Ased.
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