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<br />Alp pELs�E LIr f K
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<br />10,000 GAL PRESSURE TANK Q hcl�, qv plp�
<br />Zn hG�'
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<br />Lo.
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<br />PRESSURE TANK PROFILE
<br />�A►lva�a
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<br />Z A - 307
<br />SOUTH PC TALK
<br />'TO �%-A Lz
<br />NOTES:
<br />1. THE PRESSURE TANK SHALL BE TAGGED WITH AN A.S.M.E. PLATE.
<br />2. THE BOOSTER PUMP AND THE COMPRESSOR SHALL BE BUILT 3' ABOVE ,
<br />EXISTING GROUND. j
<br />3. ANCHOR THE CHLORINATOR SCALE TO THE FLOOR.
<br />4. POST A FLAMMABLE SIGN ON ALL FUEL TANKS AND IDENTIFY FUEL ON
<br />SIGN.
<br />5. INSTALL A SCREEN COVER OVER THE VACUUM RELIEF VALVE.
<br />6. INSTALL A SPLIT P.V.C. PIPE OVER THE SIGHT GLASS.
<br />7. AFTER COMPLETION OF WELL, HAVE P. G. & E. RUN A PUMP TEST
<br />AND ARRANGE A FIRE HYDRANT FLOW TEST WITH THE FIRE
<br />DEPARTMENT OR A PRIVATE AGENCY.
<br />8. REINFORCING SHALL BE GRADE 60 AND SHALL CONFORM TO SECTION
<br />52 OF THE STANDARD SPECIFICATIONS OF THE STATE OF
<br />CALIFORNIA, DEPARTMENT OF TRANSPORTATION.
<br />9. CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF 3000 PSI IN 28
<br />DAYS AND SHALL CONFORM TO SECTION 90 OF THE STANDARD
<br />SPECIFICATIONS OF THE STATE OF CALIFORNIA, DEPARTMENT OF
<br />TRANSPORTATION. EXPOSED CONCRETE FINISH WORK SHALL COMPLY
<br />WITH SECTION 51-1.188 OF THE STANDARD SPECIFICATIONS.
<br />10. ACCEPTANCE OF WELLS AND WATER SYSTEMS SUBJECT TO MEETING
<br />TITLE 22 REQUIREMENTS.
<br />11. CALCULATIONS AND SPECIFICATIONS TO BE PROVIDED IN THE FUTURE
<br />FOR PUMP AND PORTABLE GENERATOR.
<br />,('Ee�eeo O,e, Aliu4S
<br />ENGINEERING PLANNING SURVEYING
<br />1820 W. KETREMAN LANE, SU17F E
<br />LODI, CALIFORNIA 95242
<br />(209) 334-6613
<br />SADDLE CITY
<br />PRESSURE TANK AND WELL SITE
<br />DEPARTMENT OF PUBLIC WORKS
<br />SAN JOAQUIN COUNTY, CALIFORNIA
<br />REV. NO. DESCRIPTION DATE SCALE: A S w APPROVED BY: SHEET
<br />QQ :wc-r SIO. 5-94 DESIGNED BY- CID, DATE: 34 r -
<br />D
<br />® GENERATOR PAD /-95 DRAWN BY: HENRY M. HIRATA OFJ4 SHEET
<br />R.C.E. NO. 21258
<br />CHECKED BY- DIRECTOR OF PUBLIC WORKS JOB NO.
<br />SAN JOAQUIN COUNTY, CAL
<br />AS BUILT BY: 5-95 8603
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<br />vt"Ip.)
<br />SSURE TANK & PUMP SITE PLAN
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<br />RkdJi1=luu4rtl Of z"pREsSLII�� R�LIEp �ALvE II�cLJdl�ir� 171zg11� LIME
<br />2"tJPT cAJPLIOcl/ dITJ cAT VA LV6
<br />[�iEE 3Elok.1)
<br />3/4" ARMMj Rodr AI I2�LE-A56
<br />Alp pELs�E LIr f K
<br />3l4" <�ALv. 5 eel.
<br />10,000 GAL PRESSURE TANK Q hcl�, qv plp�
<br />Zn hG�'
<br />° A,5mc cope woRkl4ri prcEyxJRE w5 roI Q, '-0" 40 pIr—
<br />PALL vALvE
<br />n , l STYE L hLIPRvR-�s
<br />- �-,' F rvPP? SY 6JppLIm (TYp) 4`►�Pf „
<br />II coLlpLt►.1� B P'PE OsJPP°KT
<br />-♦�-I (o`I�I�• SA►�P hE AFATOK
<br />L— OALI. VALvE . Mid. I
<br />6 1�1�• (�ticlvE�iJE OR is'-tLL�pof,�v�P + 4 e,ALL VaLva MI I I
<br />-I 1 (tcQdA.L)lIJP oR y,S.S1wAp
<br />6 �JAL4°x 9o° ELev►J `° III, °+II� hUPPORT. A5 R�t.ItR [> 'i1I .11 4"Y90 F.ctJe l) I
<br />n I �.I I I E3Y -T,014- M F'y. 1 i ti RUp co
<br />If
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<br />4-° 4- n a o e 4 6 4_ L LI °_ e c a J d f a J e°o>ob.'43
<br />�� i � i Dom^ • V• i a / y' a♦ •�a a '►J
<br />- 34 SS. grfakE
<br />�5 l3.41Z5 Q I2" o.c.0-EYP) �5 � IZ o.c.(,TYP)
<br />47 LF 8" PVt ( C-900, C!!. ISO) /
<br />a 8..X 90 rL&�>v1
<br />t1 alo6k AS RC-Gr.1112Eo R�15(Ie�13lc�k AS ° v
<br />3,.1• - '11' > iyo, E -re Q1�I11�E r- ��, co,
<br />5pLI P� ✓A&AL
<br />wv K
<br />AIIZ ifsLdtvltIl 60JTEOL
<br />vALVE ZP AIk 4 r�I�PyKi
<br />Irl aL� sl pSS°F
<br />. TvrTotj VALvE
<br />�,o5oZB �Dk E�
<br />SArel Le `� (IF �1�c,15�AAYAJX)�Aly� ° ° ° ° 5 aL eAplo,
<br />T P CI P> eoPI'� � TO
<br />EI
<br />e
<br />O PI'PS�EEI 8 la
<br />f&R A "C4Z�
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<br />VA LV L e
<br />s ,
<br />a
<br />Les.Eo I
<br />x Ilaort tpe -ro �Et:L
<br />A. e
<br />" 8"- 9o° c-b3o�J 4 d52 a�IIR k
<br />e
<br />y
<br />NORTH END TANK
<br />Of To 6CA
<br />Lo.
<br />4"AB-
<br />„t;-a`y' • I 1
<br />T it
<br />PRESSURE TANK PROFILE
<br />�A►lva�a
<br />t.�a.JrbLE
<br />t+lvT To -u�ALd
<br />CCj
<br />.I" duT 4 FLAT IJA41�4`z
<br />(2 EA• p-raJIIZEo)(TYP•)
<br />"o,c„ CT p'� Z— 1"0 x WA"I2
<br />Z A - 307
<br />SOUTH PC TALK
<br />'TO �%-A Lz
<br />NOTES:
<br />1. THE PRESSURE TANK SHALL BE TAGGED WITH AN A.S.M.E. PLATE.
<br />2. THE BOOSTER PUMP AND THE COMPRESSOR SHALL BE BUILT 3' ABOVE ,
<br />EXISTING GROUND. j
<br />3. ANCHOR THE CHLORINATOR SCALE TO THE FLOOR.
<br />4. POST A FLAMMABLE SIGN ON ALL FUEL TANKS AND IDENTIFY FUEL ON
<br />SIGN.
<br />5. INSTALL A SCREEN COVER OVER THE VACUUM RELIEF VALVE.
<br />6. INSTALL A SPLIT P.V.C. PIPE OVER THE SIGHT GLASS.
<br />7. AFTER COMPLETION OF WELL, HAVE P. G. & E. RUN A PUMP TEST
<br />AND ARRANGE A FIRE HYDRANT FLOW TEST WITH THE FIRE
<br />DEPARTMENT OR A PRIVATE AGENCY.
<br />8. REINFORCING SHALL BE GRADE 60 AND SHALL CONFORM TO SECTION
<br />52 OF THE STANDARD SPECIFICATIONS OF THE STATE OF
<br />CALIFORNIA, DEPARTMENT OF TRANSPORTATION.
<br />9. CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF 3000 PSI IN 28
<br />DAYS AND SHALL CONFORM TO SECTION 90 OF THE STANDARD
<br />SPECIFICATIONS OF THE STATE OF CALIFORNIA, DEPARTMENT OF
<br />TRANSPORTATION. EXPOSED CONCRETE FINISH WORK SHALL COMPLY
<br />WITH SECTION 51-1.188 OF THE STANDARD SPECIFICATIONS.
<br />10. ACCEPTANCE OF WELLS AND WATER SYSTEMS SUBJECT TO MEETING
<br />TITLE 22 REQUIREMENTS.
<br />11. CALCULATIONS AND SPECIFICATIONS TO BE PROVIDED IN THE FUTURE
<br />FOR PUMP AND PORTABLE GENERATOR.
<br />,('Ee�eeo O,e, Aliu4S
<br />ENGINEERING PLANNING SURVEYING
<br />1820 W. KETREMAN LANE, SU17F E
<br />LODI, CALIFORNIA 95242
<br />(209) 334-6613
<br />SADDLE CITY
<br />PRESSURE TANK AND WELL SITE
<br />DEPARTMENT OF PUBLIC WORKS
<br />SAN JOAQUIN COUNTY, CALIFORNIA
<br />REV. NO. DESCRIPTION DATE SCALE: A S w APPROVED BY: SHEET
<br />QQ :wc-r SIO. 5-94 DESIGNED BY- CID, DATE: 34 r -
<br />D
<br />® GENERATOR PAD /-95 DRAWN BY: HENRY M. HIRATA OFJ4 SHEET
<br />R.C.E. NO. 21258
<br />CHECKED BY- DIRECTOR OF PUBLIC WORKS JOB NO.
<br />SAN JOAQUIN COUNTY, CAL
<br />AS BUILT BY: 5-95 8603
<br />
|