Loading...
HomeMy WebLinkAbout6.2-711Y A A 4pproiled: '-EA S T NILE'S CO MUNITY SERVICES D STRICT PRESIDENT DATE ' SECRET -All-Y /DATE Approyed.- CITY OF BAKER FIELD 2,2 CITY ENGINE Elf( DATE Approved by the City Council of the 6'ily of Bakers field on this 2 2 of MA y 1961 #A- QJ AA MAYOR Approved: -NON MT VER COUNTY SANITATION DI CHAIR N DATE -7 MANAt DATE gzz aoa �aa , I lb I PLANS J INOTE: EL E IIA T/ OAI 0,4 rVill u 51. c S, 13jFNC9 ,649A' ELFY 4?4.940 (e*11604'eD 1959) 1,4rE 0/./ rAT Alopnl rloF ar Llf. 466 .,IPRO 4?00'A10,9711A1,6S*7' OF SrEeZ ---------- os NOTE-' / INT All/. -0 e*.ONNFC 7' 7D cA /? TR WOPh' F4 R N 4�-_W St W_rjV 54YA L I MAIN V WI11 8 REA A O Al yep E.N.C.SD PAIASE X SPCCS. DRAWIMC. XIS 7 (ONE JOIN7'0.r R/Pf eu).. (SEE SY r 440 PJIASJ- 1) t4 t04 eiFMOVE =Xlsr. 15 Y. C. P. S! REMAIN IN RZAC.6 0.07" R.=Pl_AC.= EXIsr. Is" vc.,o wlrlv Iv.=w a ('144 L F. SeE w 4 11" 6A' EX15r 15 Y. C, 10 SEWER SEAL 24' OPA(1,0. IN EX16r Af.#. IMI 6elckWoRk .4AID R4FcoNIqrRxr lvvc-Rr FoR A-loyc Fzow ro New Ielv sEwffR To sozlrw .cxlf r m. m. f coya (mr wvmoN) TO NEW Af.Af 4 1AISTUL ECYD. U./I F14?,dMf e 3 SIJT INST APPPO23'of 8'YZIP UER PER DE;r,411 41 (WI7110#7- 0A() OF CON6 TRUC7 NEW PA(A SE I- f. JV C SD. DI V,-_R610NsrRz1crz1eE '-AVSrALL EW 10"YCR. ('144 F. 3 4 SION MIAUST VENT TJ VA I/i T EXIST 4 5,EE PRO'CILE ocl-ow y4- pr mor S 14,4 u 8,F celr ereoN*Fel*,CD TO CA: 5.00' NEW SEWE Arg DfTAIL SA17 44 4j L Pf4AS*,fXJ*M.CS.D. N rW 5'E,�l ,5 :-k;k �! ZOCAVON SA10MV /5' .4PPA70J(1M'A;rE... EXAC7* Z0CdT10Al 70 6E 0ETERAl'hV,-=D rk .4 /At 7WE c/.4 ZD 6)-' rA45� kuk .4 RPR4XIM 4 7.- LOC4 :Or VeNr p/pr R16cse -,ExAcr IM577,41-L 21FC.4cl4e SrA r/0,V ON 40CA7*10Al- 70- 49E ME 1)V 7 eLD BY re A SEE DICTA 14 A Al DIVe-Q610M SrAWC7ZIRS AAID SEWERS 0.4l1VLc1f14Y 70,6E ".,f111r4h41j:,0 ,C,W4F dVP C164,47,4rd_l L 77Afef PLAN SCALE: 1" .10 to L to =F ............ . -- -- — - --------- - I----- ----- ----------- ...... .... . ---- -- ---- - -- - ------ ------- --- __ - __ - --i . ---L i - ---- - --- ---- -- --------- ------ -------- -7 J_ _0 f7 i -4 - -- ------ — - ------ ---- ---- --------- ----------- . .. ..... . . ... ------- ------- ----- - - -- -- - ---- --- -------- - ------- -- - - -- - — --------- 7 ------- — ----------- -- ------- ------ - ----- -- ------- -- - .7 ----- --_------ f ------ 7 -1 ........ . j- ------ -------------- - ------- -------- ------ ----------- . . ... .. ..... . -- - - ------- T­ --i i i ------- --- - ----- ---------- --- z 4 ----- -- --- ---- ------- =4- ----- ----- - 4- -- --------- -------- tIL 17- - ------- --- ------- - --------------- ---------- ------- - ------ .... .. ... .... . ..... 17 --------- - — — ----- ----- - 4-777 . ......... - -------- ------ 17:1 -- — - ------- 'T7= - ------------ ---------- ---- --------- I.......... ... ... . ... - ---- ------- ------ A j --- ------- ----- - - - --------- ------ ----- - ----- ----- -- ------ .. . .. ..... _7 =7 L7 * ------- --- L t- - -- - -------- -------- 17t =E .... ...... ------ _T ---- -------- _1 _T -177 4-1c -------- -- .... ...... ------ L - ----- ----- — - ---- -------- - n7 -4- =:-LT ... --------- --- - ------- - - ........ 7 -- - --- - - ------ --- ---- ----- - ---- - t j ­4 LL= - --------- - ---------- ----- -- -------------------- -4 _T -------- --- - ------- -- -- --- ----- ---- -- T__ ------- ---- - -- ---- ------ ------ ---- ---- R ----------- — F L --- - - --- -- ------ ---- --- ----- 7= 4- --------- ---- -- ---- . ........ . .... . .... ------------ ----- -4 - - -------- - ---- - ------ - T ­4 EAST NILES COMMUNITY SERVICES DISTRICT -4 - ------- - - - ----- - - - ------ 7 ------- --------- - ------- ------ -- ---- . . . . ... .. . . .. ........ S w ­ 7­ _7=7 SHEET - ------ DESIGN L.R. REVISION BOYLE ENGINEERING T + ------ DIVERSION STRUCTURE .. ..... . + 4�/ ;1� ;Oe INSr A ; t I Elr6L,4 r T V ----- -- --- - ------- -- ------ DRAWN r.o.h. BAKERSFIELD, CALIFORNIA - - --------- - - ------- - ----- --- - --- ---- 4- ------- -- - -- DATE:APR. 61 -- ---- ---- -- J. N -- ----- - -- 7 CHECKED14.1).M. ---- -- ---- -- F. B. .3541 D- 9 [8 .A.T 15 ` - rc" O 2�_8'r 5�- 2" 7'_8" o 6" 6' - 4 - /Orr /'- p" G~i #4�/2'r 3%2" 3' _ 2 %" X38.68) #Co C� g rr R 24"L,4P (TYR,) R. 00 x:' . :. :: 14 m _ cfl FLOAT ARM S - MU T BE n, 1 PARALLEL TO ¢� FLUME .� :::::.. ' ..:.:: a 4N �h I{0 6 a SPL /TTE2- /�oz / /6x ,,,\ I Jill, SEE DETA /L (3/) :F: .. ... ....... .... ::: r .1 . .................................. .. ................ ..... . .. .....a g . p ?a •a .......... ..:.... . ...L...:. :.: ..........�•� p�Y' - 1 ° .... r ...... ... .,..:..- .....:s.,<,:_: ... ". � 4 T C Y �v f ? o ...... . ......_......... ....-... . .Y . � -r� " 1 2 r ri t9 0 t•wl�r•: : F: �• 1 P: h L t d 1. I G i i 3 .1��t S /2 r 1 t T P. C Y J Y O n 0 ^ nf�a r �nA ,N% �.: t k L_ .. OF o v v v cp 1N6 T4 L1 #4 BARS { D/AGrONAL AS S9O1NlV' 3�2" 2r- 4�8 C28.90� 12 0 MANNO,L 2' - 0" 1' -O" O" _ 2 6 Co /6' A A A♦ C �I ` CE/L/NIq EL EV, e99-37 --�' j#4 912" (SEE NO 19 1 00 p. VET - - N O T E /2" OIMEA15701VS 4NO NOTES N -1 02 /l eZ SHOWN IVEr 50A1 RELEVANT TO . v FLOW METER TeANSM /TIER ARE 11OQ /Z . V FOR BU2GES5 M.4NN1mv TYliF ML METER Q eoV1DE .4NC,UOR 60LTS- SIZE PER METE2 MFQS. FLOW METE#2 rRANSM TER DECK ELEV. 392.87 �, eFCG"MFNDATIONS' . fit 110 GALV. TL. -- - - -- PIPE - EX /ST. /5rrY.C,P. x 1 1� �i cp # 'r 4� 2 d,� 0 L- 2,�2x212x SET TOE OF AN4;LE P46RFEC7L Y LFJ/EL AT ELEY- 390.70 eFA. FLUME) . STR_ G.2ADE -•-LEVEL �' - ¢rrCL E,4R I ° A. 30 � �• �`� ��, \J� �,`� ilc, o HEN/ /8 �rY.C.P• 90, X440 0 0 �O COMPACT UPPEZ (S OF \ 15.= 0.002 0. SUBGQADE TO 95% FESTIVE °' COMPACT /O)t/ \� 0• � i � t 4. '10 c� 0 • R00:711EN 5'44QFi4CE o S' E C T/ O N rA FOQ 6oN,O &YR ) E SCALE: .3 /.has /L p/ E i AND SW'/(FI f 6) All NO PAY£NENT REPLACEMENT kgtmI£D 24 /,o "KERN R1YE2 FOUNDRY" STANDARD MAC/,/ /NED FRAME AND COVER, 02 APPROVC5,D EQUAL .4PRROXIMA7E (WITY0117 CONC. PAD) FIN /SAVED (.WADE _ (:720L/T COL L,4,2 ADJUST TO 6T2EET SU,2FACE EL EV AND I ' .. • - — — — — — SLOPE WIT/./ lr'RDL/T w' O STD. PRECAST .2E/NFO,QCED COrVC,2ETE MANHOLE 2/NC,,S ° ' BOLTS C� AS 1?EQ111RED (ASS•OC/ATED D14Q0 AL CONC. O O C P2 U S R O C T O , A PP O VE D E Q UA L O / N S /DE 8AR S D A. G2 T AU • �.�• -- ` -- — oo 49E/VEMAL NOTES .• a 20 LA P a4E 6 9 a /. FLOW METERSoNCL. T,e%mS /TTER AND RECEIVER SHALL CTYP /CAL) '�`¢ @/2" ) I a • TY r ,8.E PF M AS M L ANUF C U,P A T D .B T E o E Y N .8U ES R 5 G / C ANN N OM,o,4N Mli Y ENN N P / ST,P E S UM NT D /ON �o i /Y /S F 4110 AYE O / N R RD 6 �a VE. L A DE L P N/A 4 � P/ PE N NS YL V4 N /A 9 EACH 2SCEI VER SHALL RECORD RATE . . OF FLOW /rY VERT. 2 N , I M4;-D. ON A WEEk-Z_Y CIVART. EACH METE,e SHALL SE T E DE /L A f3E P / E / �20V D D W N A T O YEAR S N NE A,2 UP W PLY O.� E E KL. � Y .4 F0�2 L A C E H S OD ER ART CN ECE ,2 EA R VE A / S LL ALSO 1V L N O / DICAT E D A O ET / A L S ,2 TE F =LOW, O TfJ E METE R /N 7'7/E 6 - i N RS LL PA /JA FL ME U 61-141-L D N LL E E / 6 S f0 NED ,2 r G 3" SEE D£TU/L - 3 - `g MAX /MUM FLOW OF 0.70 M.C,. -O• .4N0 79 METER INS FAN ' /N T/VE 9 - /NCH ,OA eGA(,4Z L I�LUMEJ S,4ALL BE DES /CiNEO �TYp) INSTALLATION 4 '� FOR A MAX /MUM FL ON OF 1.50 M.G.D.. EAC</ 00 W Z R,4N T T S/ E Q L E M T ,P S�4/ L B / �20V /T �, P E W �i D D �/ AN � a v EXPLOGION PROOF E N C L O SURL S9,4ZL QE E 4 U /P PFD 5 8 8 n WITH A TOTALIZER FOR TWTAL FLOW UORIZ. @j Z 21 ALL ANCyOR BOLTS, INCLUDIM: gPPURTFNANT NUTS kq AND WASNEQS, 6/1A41- BE OF `rEVE,2DU,2 `/ COPPER jl �1 SILICON ALLOY AS M4N4bFAC71.1RED BY AN,4C014 DA 1-3 u 7" 0`i V AMERICAN BRASS COMPANY, W.4TE',28(/,2Y 20.1 4 C0NA/EC71CL1T, OR APPROVED EQUAL, -e0UCr.UEN SURFACE 3 T�/E E.iTE�4 /OR FOR BOND ('T yR ) .PECL" /!/E ONE C104 OF ,QED /•POnI OX /DE DEC.rC LEVEL 5� �EXP..80LT , Z /iVC C,-/.PO,?9.4TE AP /N/E,P /VC? a 2 2 AND TWD ELFV 392.87 d, ANC//. BOLT C0,475' OF ST,41VOA,PD BLACK, UFACTU�PED BY' /�t/TF2pG CO- 1AIC. 2 7 9 �� 'f sort/ F/2ANC�SCO 7, CAL /F OP AP,p,PO liEO c G�c%4G , PAQSN LL FLUME CONC. F /LL- ,4LL OTyEP .oAPT.S T,4/E /1/fETE,P Sf��ILL f/A!/E 774E r1�ANC/FACTPFl2 S STA�,'OAk',O • � � C0,4T /NHS. • *4@/211 • LL io6 @ 9r' 4 THE EXPLOSION PROOF E,Y11411ST F41Y 5XI&I RF S/ZE 123 . (CAT/ LOG N° 53125) FITTED W /T// slZf 123 FAN : UARD • (CATALOG N96/776) AIL AS M,4NUFACTUII£0 9f ILG LLEC7- /C VENT /LATING CO, 2850 N. PULAS1l/ ROAD, CWICAGO, ILL. OR *4r a APPROYED EQUAL . I , 5 ALL WORK SHALL CONFORAI TO PHASE 14 27 SPECS. IN TIDE i I EVENT OF CONFL /CT gETWEEN 71 'IF TWO SPECS. 4f PLANS - - —� TIIE £N41N£f2 SAULL M41<E THE FINAL INTERPRETATION e DECISION. S E C T / O N 6• ALL 84CAIF /LL AROUND STRUCTURE SHALL BE SAND WPORT APPROYED Ry :1 ENUMEER E S114LL 8E COA/PdCUP 907. IVCLATIYE DENSITY. SCALE: j/¢"- / -o'� NO NATIVE MATERIAL SHALL RE USED FOR BACKFILL. (('OMPACT /ON SMALL BE 95-.7.' WITH IN 2% FEET OF EXIST /N6 SURFACE. I EARTHWORK 4 BAC9FILL AROUND SEWER PIPE SHALL CONFORM TO E N. C. S. D. P1/AW Z PLANS � SPECS. ALL PIPE SHALL BE B&A'AILLEO IN PIPE ZONE WITH SAND IMPORT COMPACTED TO 90/.. 8. ALL EQUIPMENT SHALL SL TESTED TO TNf SATISFACTION OF TI/E EN6/N£fR PR /OR TO ACCEPTANCE dF WE PQOJ6CT. FLOW METE,2 TA?ANSM1771GR DECK ELEV. 392.87 N O T E : D1 "E1V SIONS, NOTES AND ,2E /NFO,QC /NC/ / "0CVLV FOR SECTION rC" AQE SAME STI. PIPE IN � � AS SECT /ON "A U EX CEPT AS ' M, to NOT,FD AND SfVOlNN . N c O (V ` 5 L- 2%2x2Y2xA4 , 00 NEW JO "Vc R ^� m 1�J 033 taJ 0 k� ¢P - 5=0004 3Qi ID 39 lj �A- '10 -- i9 y 0 •gyp 2- SECT /ON rc� SCALE: 3 /q��= / =0" � �( `'�'Izt";; KYLE PLAN AND SECTIONS EAST NILES COMMUNITY SERVICES DISTRICT . DIVERSION STRUCTURE REVf910N8 DESlom L.R.W. BOYLE ENGINEERING SHEET . DRAwn r.a.h. BAKERSFIELD ',CALI FORNIA M 2 CHECKED K. D. M H. • DATE: A PR. 6 ( J. 3 54 I D_ 9 18 C i. s• OK J WIEiTi i i _ I nt\ N, i (SEE NO 19 1 00 p. VET - - N O T E /2" OIMEA15701VS 4NO NOTES N -1 02 /l eZ SHOWN IVEr 50A1 RELEVANT TO . v FLOW METER TeANSM /TIER ARE 11OQ /Z . V FOR BU2GES5 M.4NN1mv TYliF ML METER Q eoV1DE .4NC,UOR 60LTS- SIZE PER METE2 MFQS. FLOW METE#2 rRANSM TER DECK ELEV. 392.87 �, eFCG"MFNDATIONS' . fit 110 GALV. TL. -- - - -- PIPE - EX /ST. /5rrY.C,P. x 1 1� �i cp # 'r 4� 2 d,� 0 L- 2,�2x212x SET TOE OF AN4;LE P46RFEC7L Y LFJ/EL AT ELEY- 390.70 eFA. FLUME) . STR_ G.2ADE -•-LEVEL �' - ¢rrCL E,4R I ° A. 30 � �• �`� ��, \J� �,`� ilc, o HEN/ /8 �rY.C.P• 90, X440 0 0 �O COMPACT UPPEZ (S OF \ 15.= 0.002 0. SUBGQADE TO 95% FESTIVE °' COMPACT /O)t/ \� 0• � i � t 4. '10 c� 0 • R00:711EN 5'44QFi4CE o S' E C T/ O N rA FOQ 6oN,O &YR ) E SCALE: .3 /.has /L p/ E i AND SW'/(FI f 6) All NO PAY£NENT REPLACEMENT kgtmI£D 24 /,o "KERN R1YE2 FOUNDRY" STANDARD MAC/,/ /NED FRAME AND COVER, 02 APPROVC5,D EQUAL .4PRROXIMA7E (WITY0117 CONC. PAD) FIN /SAVED (.WADE _ (:720L/T COL L,4,2 ADJUST TO 6T2EET SU,2FACE EL EV AND I ' .. • - — — — — — SLOPE WIT/./ lr'RDL/T w' O STD. PRECAST .2E/NFO,QCED COrVC,2ETE MANHOLE 2/NC,,S ° ' BOLTS C� AS 1?EQ111RED (ASS•OC/ATED D14Q0 AL CONC. O O C P2 U S R O C T O , A PP O VE D E Q UA L O / N S /DE 8AR S D A. G2 T AU • �.�• -- ` -- — oo 49E/VEMAL NOTES .• a 20 LA P a4E 6 9 a /. FLOW METERSoNCL. T,e%mS /TTER AND RECEIVER SHALL CTYP /CAL) '�`¢ @/2" ) I a • TY r ,8.E PF M AS M L ANUF C U,P A T D .B T E o E Y N .8U ES R 5 G / C ANN N OM,o,4N Mli Y ENN N P / ST,P E S UM NT D /ON �o i /Y /S F 4110 AYE O / N R RD 6 �a VE. L A DE L P N/A 4 � P/ PE N NS YL V4 N /A 9 EACH 2SCEI VER SHALL RECORD RATE . . OF FLOW /rY VERT. 2 N , I M4;-D. ON A WEEk-Z_Y CIVART. EACH METE,e SHALL SE T E DE /L A f3E P / E / �20V D D W N A T O YEAR S N NE A,2 UP W PLY O.� E E KL. � Y .4 F0�2 L A C E H S OD ER ART CN ECE ,2 EA R VE A / S LL ALSO 1V L N O / DICAT E D A O ET / A L S ,2 TE F =LOW, O TfJ E METE R /N 7'7/E 6 - i N RS LL PA /JA FL ME U 61-141-L D N LL E E / 6 S f0 NED ,2 r G 3" SEE D£TU/L - 3 - `g MAX /MUM FLOW OF 0.70 M.C,. -O• .4N0 79 METER INS FAN ' /N T/VE 9 - /NCH ,OA eGA(,4Z L I�LUMEJ S,4ALL BE DES /CiNEO �TYp) INSTALLATION 4 '� FOR A MAX /MUM FL ON OF 1.50 M.G.D.. EAC</ 00 W Z R,4N T T S/ E Q L E M T ,P S�4/ L B / �20V /T �, P E W �i D D �/ AN � a v EXPLOGION PROOF E N C L O SURL S9,4ZL QE E 4 U /P PFD 5 8 8 n WITH A TOTALIZER FOR TWTAL FLOW UORIZ. @j Z 21 ALL ANCyOR BOLTS, INCLUDIM: gPPURTFNANT NUTS kq AND WASNEQS, 6/1A41- BE OF `rEVE,2DU,2 `/ COPPER jl �1 SILICON ALLOY AS M4N4bFAC71.1RED BY AN,4C014 DA 1-3 u 7" 0`i V AMERICAN BRASS COMPANY, W.4TE',28(/,2Y 20.1 4 C0NA/EC71CL1T, OR APPROVED EQUAL, -e0UCr.UEN SURFACE 3 T�/E E.iTE�4 /OR FOR BOND ('T yR ) .PECL" /!/E ONE C104 OF ,QED /•POnI OX /DE DEC.rC LEVEL 5� �EXP..80LT , Z /iVC C,-/.PO,?9.4TE AP /N/E,P /VC? a 2 2 AND TWD ELFV 392.87 d, ANC//. BOLT C0,475' OF ST,41VOA,PD BLACK, UFACTU�PED BY' /�t/TF2pG CO- 1AIC. 2 7 9 �� 'f sort/ F/2ANC�SCO 7, CAL /F OP AP,p,PO liEO c G�c%4G , PAQSN LL FLUME CONC. F /LL- ,4LL OTyEP .oAPT.S T,4/E /1/fETE,P Sf��ILL f/A!/E 774E r1�ANC/FACTPFl2 S STA�,'OAk',O • � � C0,4T /NHS. • *4@/211 • LL io6 @ 9r' 4 THE EXPLOSION PROOF E,Y11411ST F41Y 5XI&I RF S/ZE 123 . (CAT/ LOG N° 53125) FITTED W /T// slZf 123 FAN : UARD • (CATALOG N96/776) AIL AS M,4NUFACTUII£0 9f ILG LLEC7- /C VENT /LATING CO, 2850 N. PULAS1l/ ROAD, CWICAGO, ILL. OR *4r a APPROYED EQUAL . I , 5 ALL WORK SHALL CONFORAI TO PHASE 14 27 SPECS. IN TIDE i I EVENT OF CONFL /CT gETWEEN 71 'IF TWO SPECS. 4f PLANS - - —� TIIE £N41N£f2 SAULL M41<E THE FINAL INTERPRETATION e DECISION. S E C T / O N 6• ALL 84CAIF /LL AROUND STRUCTURE SHALL BE SAND WPORT APPROYED Ry :1 ENUMEER E S114LL 8E COA/PdCUP 907. IVCLATIYE DENSITY. SCALE: j/¢"- / -o'� NO NATIVE MATERIAL SHALL RE USED FOR BACKFILL. (('OMPACT /ON SMALL BE 95-.7.' WITH IN 2% FEET OF EXIST /N6 SURFACE. I EARTHWORK 4 BAC9FILL AROUND SEWER PIPE SHALL CONFORM TO E N. C. S. D. P1/AW Z PLANS � SPECS. ALL PIPE SHALL BE B&A'AILLEO IN PIPE ZONE WITH SAND IMPORT COMPACTED TO 90/.. 8. ALL EQUIPMENT SHALL SL TESTED TO TNf SATISFACTION OF TI/E EN6/N£fR PR /OR TO ACCEPTANCE dF WE PQOJ6CT. FLOW METE,2 TA?ANSM1771GR DECK ELEV. 392.87 N O T E : D1 "E1V SIONS, NOTES AND ,2E /NFO,QC /NC/ / "0CVLV FOR SECTION rC" AQE SAME STI. PIPE IN � � AS SECT /ON "A U EX CEPT AS ' M, to NOT,FD AND SfVOlNN . N c O (V ` 5 L- 2%2x2Y2xA4 , 00 NEW JO "Vc R ^� m 1�J 033 taJ 0 k� ¢P - 5=0004 3Qi ID 39 lj �A- '10 -- i9 y 0 •gyp 2- SECT /ON rc� SCALE: 3 /q��= / =0" � �( `'�'Izt";; KYLE PLAN AND SECTIONS EAST NILES COMMUNITY SERVICES DISTRICT . DIVERSION STRUCTURE REVf910N8 DESlom L.R.W. BOYLE ENGINEERING SHEET . DRAwn r.a.h. BAKERSFIELD ',CALI FORNIA M 2 CHECKED K. D. M H. • DATE: A PR. 6 ( J. 3 54 I D_ 9 18 C i. s• OK J WIEiTi i i VAULT WAILS-*, ti ■ 2 "DEEP x 13%"D/A. RECESS IN CONC. TD RECEIVE FAN (CENTER ON fAN 0 EXII4UST LINE PROY /DE %'•� ANC/(OR SOUS W/TY 4" IMBEDMENT AS QEQU /,PED. LOCATE /N 4CCORD,4NCE W /TN FAN Mf6RS RECOMMENDAT /ONS- FAN 4 E!'I/AUST LINE � __j EXPLOSION PROOf PRO ELLOlP1 i I FAN WITH FAN C,UARD. EE' GENERAL NOTE N° 4 - S T• 3 M C /NE� �lNST4Ll 8{!L.P. f.!//4UST L /NE OTO R ooLAN Q lR G NOTE: (SEE PLAN oN slam N° P) MOUNT FAN WITH MOT COOLANT Al/? LINE E/OR . PROYIDE OP /N6 /N CONC. AS REQUIRED TO PASS MOTOR COOLA V7 ,4II? .FAN l STALLATION PLAN- 3 SCALE /'s /=0" i 2 1 - 7// 3 r� '2 SPL I r7-EQ h� �1 BEND LIME- -- 3/' m I ` - Co u I 4 r/ 311 39 r19�srmf ST1. AAICl/OR Ol7 SET W/ i` a// .460;1,= fL 00,2 AND 24' =Rar,. L -3x3,K G.4LV STL. "/3/8" 96 x 6 "LONC ANCA/ .6EM4 DOWN 2`/ M17ER, WELD AMD 47Q /ND SMOOrW D E TA /L ik CTYP) ST.4/NL ESS STL . ? N O. D. M4611,ER ST. STL. n TYP # 4 @12 40RIZ. #o co -9 vE,er. 9'�PVOUL a' 4,C914LL FL UME FLUME i -- DEC&' LEVEL 392, 87 POl/lIf/EN SIR' FACE 8 Foa BOND ('TYR) CONC. /= /L L� C ' a � , - -- *4e�2" 6� grr SECT /ON C SC4LE: 314 = /! da TIECTIOAlra� L/tlLF S/ZE TYP. L- 3�c 22x% ,BAS 9 2%2 NO T,=- LADDER S/N,4LL 5E q-4L V•4N /ZEQ AFTER F,4f32 /C.oT /ON //V 4CCO20ANCE W /TXT TyE 4PPL/C4,81-E QEQL/h2EMENTS OF•' ,4.S.T.M. 4155 -53, 4. S.T.M. 4385 -59, AND A- S.T.M. 4 38ro -59 ,rte �- MISCELLANEOUS DETAILS EAST NILES COMMUNITY SERVICES DISTRICT DIVERSION STRUCTURE REVISIONS DESIGN L.R.W. BOYLE ENGINEERING -, SHEET DRAWN r../a.h. BAKERSFIELD, CALIFORNIA 4. CHECKED K.D,M. DATE: APR. I J. N-3541 D- 918 OF 5 SHEETS F. S. Mg- 1 1 A TO RECEIVER STA. a � -D LADDER 312 TW R.c. I TO RECEIVERS AT RECEIVER 6TAT101V PLAN TO RECE/YER STATION ' 3 #I2rW %2 R. c. P nail 11 S ECT /ON A SC!lLE: 31 -5f1 On � r 3 #/2 TW Y ?# Q. C. NOTE: ALL ELECTeICAL NIA ? //VC/ IN .D /VER6101V STRUCr&RE TO BE CLASS /, DIVISION !. NMI': L/G'NT � FAN SHALL 8E OP£R,ATED Be? TN£ SAME SW 1 TCN. DESCR /PT /ON MFC . Co. O2 (,oPP2aYED CAT, IVO. REMARKS ITEM BE INSTALLED IN ACCORDANCE WITH, ALL REQUIREMENTS OF ALL-LEGALLY ',LOCAL j 9 PARS'A& I FLUME 6 C20USf-,F Y2 EVCX //5 �- 1 � FIATURE /50 W I WRITERS. WHERE PLANS AND SPECIFICATIONS DIFFER FROM CODE REQUIRE- O = D CPS' /52 - /O/ MORE CONSERVATIVE DESIGN. 2 W IRE, 3 POLE �'�M.4TCN /NG PLUQ CONTRACTOR SHALL CAREFULLY EXAMINE SITE AND COMPARE THE DRAWING NOTE: LOCATION OF TRANSM/TTE26 MATCH /NG PLUG TO ABOVE ?OUSE -11NOS CPP 316 PLA /N 4WM /NUM 7R4 A2E APP,eOX /MATE ----- SEE 6wr No 2 6RYANT OR 5262 -I ® 3 #/8 TW, TWISTED C*Oe EXACT LOCATION- SIERRA 1402 - -- 5p I/2 R. c. AleaELL w !16/ 011473 THE NATIONAL BOARD OF FIRE UNDERWRITERS. RECE/VE,e FOR 6 PARS<IALL 111Y43EL4 NEON 0#40 FLUME SNQLL 8E MAA?&ED 1IMT YERNON ,11 ,4N0 RECEIVER � 6'* PARS//ALL FLUME wMNIM:7- �pF ML / A IWOR. 4E0 'ICITV OF BAI(ERSFIEYD � TIONS SHALL BE HOT- DIPPED OR SHERADIZED, _ ELECTRICAL METALLIC ,N.4NN /�I/Q r A4 N//O1_ OFLOW - METE2 RECE/YER �� u / I 3 * /2T O 7 - - -- QO 6 S LA DER - -- ALL WIRING AND CONNECTIONS TO BE TESTED FOR CONTINUITY, GROUNDS, - COMM. OYEQHEAD 10 - 3W - SERVICE AND SHORT CIRCUITS BEFORE DEVICES AND EQUIPMENT ARE CONNECTED., 109G 90 OUTDO02 ® METER /NG DEVICE W14 ✓ANA METER �, - - - -- \ $OC/CET. _ 'o / #/8 TW, TN/ /STED 1 r DRAWING. BY SUBMITTING A PROPOSAL FOR THE WORK INCLUDED IN THIS C.4B /NET(LOCK.49LE) 36 . OCOIVOULET CQ0I19E-11 1N05 48AI /O �— SEAL - OFF CONOI/GET 1 1 A TO RECEIVER STA. a � -D LADDER 312 TW R.c. I TO RECEIVERS AT RECEIVER 6TAT101V PLAN TO RECE/YER STATION ' 3 #I2rW %2 R. c. P nail 11 S ECT /ON A SC!lLE: 31 -5f1 On � r 3 #/2 TW Y ?# Q. C. NOTE: ALL ELECTeICAL NIA ? //VC/ IN .D /VER6101V STRUCr&RE TO BE CLASS /, DIVISION !. NMI': L/G'NT � FAN SHALL 8E OP£R,ATED Be? TN£ SAME SW 1 TCN. SECTION 8 SCALE: 3/¢ ,11 =1= O'1 ..� 3' ro TM/ IN / // R. C. QND. ROD I I _L0.4D CENT.=R 2011 , 20// I SINGLE 3 12 TW CONDUIT( - - --" i A2 "N # Tw 2 12 7W I -- -- —i 2 ------_,FLOW- MEMR 1 P ' RECE1 VEreS SINGLE - - -- 'N 3 #/2 TW 3, 18 7W 3 *46 TW WOSEALT \ 1 ©2" R. C TWISTED 7W �STEO OF COND. % 2.C• %2 RC —J 7o LIGHT /N TO, FLOW METER DIVERSION TRAA/SM /TIERS STRUCTURE ONE -t /NE D /SIRIAWr /ON DIACi?AM No SCALE I WELD %" STL. d CAP TO END OF R1SE/I 8EFORE 4ALYANIZ/N4 P£RF W/T/I 4 ROWS OF %� MOLES BEFORE \ 4AL VAN IZ /NC —�� AT RECEIVER STA: . I # 3 /8 TW, TW /S7-ED INSTALL NEW SERY/CE POLE AN17H APPU,eTENANT QOWNC,UY5'- CONTACT POW-E2 CO. F02 INSTALLATION REQt11REMENT6 AND C1-1A z;ES - C/NSTALLAT /ON C,SLd ea_=5! SHALL BE- PA /D BY CO/VrRACTOR). POLE AND D0N114;41Y15 ' M OE INSTALLED IN ACCORDANCE WITH POWER CO.I AND ,BERN COUNTY ROAD DEPT a0U ,2EQU/REMENTS. 000 000 000 000 / I STRAP /NST,dLL 8 "A'AL V. STL .�_ _•� _�/ i ' � P /PE IZ1SE/I O 6TW, 111 e C N 'I FASTEN RISER TO POLE -�� t WITH 10 44. 4AL V //y W /DE S/IEET A/ETAL STRAP. SPIKE TO POLE EACH SIDE WITY (2) 10d NAIL S ( TVP. 3 PLACES O S140 WN) D4 0 oOG E TO 4-70,11I V7' C491AIE7 o SQ "O" 1096 RO SQ nDi� CONDUL E 7_ DUPLEX � RECEPT. AND SWIM# / s 3 /2 TW, i - 112'1 R. C. YlV�p/�' 2 coArs elrua/ASr�c CAULK 3=4'. MIN. INSTALL rFA=.OSL/QE w1m OAsN // iq FAC /Ni; snmeT INSTALL B "- 90' MR ELL TU/?NED UP �-,► 8" VC.P UAA UST LINE----• - (SEE PLAN RECEIVER STATION DE M/L NO SCALE S yA#a oL �Ql! /pMENT L /SS T SYMBOL OR DESCR /PT /ON MFC . Co. O2 (,oPP2aYED CAT, IVO. REMARKS ITEM BE INSTALLED IN ACCORDANCE WITH, ALL REQUIREMENTS OF ALL-LEGALLY ',LOCAL j CONSTITUTED AUTHORITIES HAVING JURISDICTION, INCLUDING ALL 6 C20USf-,F Y2 EVCX //5 �- 1 � FIATURE /50 W I WRITERS. WHERE PLANS AND SPECIFICATIONS DIFFER FROM CODE REQUIRE- Q D CPS' /52 - /O/ MORE CONSERVATIVE DESIGN. 2 W IRE, 3 POLE �'�M.4TCN /NG PLUQ SECTION 8 SCALE: 3/¢ ,11 =1= O'1 ..� 3' ro TM/ IN / // R. C. QND. ROD I I _L0.4D CENT.=R 2011 , 20// I SINGLE 3 12 TW CONDUIT( - - --" i A2 "N # Tw 2 12 7W I -- -- —i 2 ------_,FLOW- MEMR 1 P ' RECE1 VEreS SINGLE - - -- 'N 3 #/2 TW 3, 18 7W 3 *46 TW WOSEALT \ 1 ©2" R. C TWISTED 7W �STEO OF COND. % 2.C• %2 RC —J 7o LIGHT /N TO, FLOW METER DIVERSION TRAA/SM /TIERS STRUCTURE ONE -t /NE D /SIRIAWr /ON DIACi?AM No SCALE I WELD %" STL. d CAP TO END OF R1SE/I 8EFORE 4ALYANIZ/N4 P£RF W/T/I 4 ROWS OF %� MOLES BEFORE \ 4AL VAN IZ /NC —�� AT RECEIVER STA: . I # 3 /8 TW, TW /S7-ED INSTALL NEW SERY/CE POLE AN17H APPU,eTENANT QOWNC,UY5'- CONTACT POW-E2 CO. F02 INSTALLATION REQt11REMENT6 AND C1-1A z;ES - C/NSTALLAT /ON C,SLd ea_=5! SHALL BE- PA /D BY CO/VrRACTOR). POLE AND D0N114;41Y15 ' M OE INSTALLED IN ACCORDANCE WITH POWER CO.I AND ,BERN COUNTY ROAD DEPT a0U ,2EQU/REMENTS. 000 000 000 000 / I STRAP /NST,dLL 8 "A'AL V. STL .�_ _•� _�/ i ' � P /PE IZ1SE/I O 6TW, 111 e C N 'I FASTEN RISER TO POLE -�� t WITH 10 44. 4AL V //y W /DE S/IEET A/ETAL STRAP. SPIKE TO POLE EACH SIDE WITY (2) 10d NAIL S ( TVP. 3 PLACES O S140 WN) D4 0 oOG E TO 4-70,11I V7' C491AIE7 o SQ "O" 1096 RO SQ nDi� CONDUL E 7_ DUPLEX � RECEPT. AND SWIM# / s 3 /2 TW, i - 112'1 R. C. YlV�p/�' 2 coArs elrua/ASr�c CAULK 3=4'. MIN. INSTALL rFA=.OSL/QE w1m OAsN // iq FAC /Ni; snmeT INSTALL B "- 90' MR ELL TU/?NED UP �-,► 8" VC.P UAA UST LINE----• - (SEE PLAN RECEIVER STATION DE M/L NO SCALE S yA#a oL �Ql! /pMENT L /SS T SYMBOL OR DESCR /PT /ON MFC . Co. O2 (,oPP2aYED CAT, IVO. REMARKS ITEM BE INSTALLED IN ACCORDANCE WITH, ALL REQUIREMENTS OF ALL-LEGALLY ',LOCAL j CONSTITUTED AUTHORITIES HAVING JURISDICTION, INCLUDING ALL CEILING MT�O. -EXP. P20oF - INCANO. C20USf-,F Y2 EVCX //5 W17-Al GUA�e,0 FIATURE /50 W I WRITERS. WHERE PLANS AND SPECIFICATIONS DIFFER FROM CODE REQUIRE- EXP. PROOf RECEPTACLE,- / ?5/ ?5O Y, 20A. G?OUSE- If/ /�YDS CPS' /52 - /O/ MORE CONSERVATIVE DESIGN. 2 W IRE, 3 POLE �'�M.4TCN /NG PLUQ CONTRACTOR SHALL CAREFULLY EXAMINE SITE AND COMPARE THE DRAWING MATCH /NG PLUG TO ABOVE ?OUSE -11NOS CPP 316 PLA /N 4WM /NUM CROUND /Na TYPE DUPLEX CONVENIENCE 6RYANT OR 5262 -I ® OUTLET -1201/ - 15A- SIERRA 1402 AM* IN TWO -GANG BOX 5p S.P. TOGGLE 6WIrell ��P /LOT LA711T AleaELL w !16/ 011473 THE NATIONAL BOARD OF FIRE UNDERWRITERS. RECE/VE,e FOR 6 PARS<IALL 111Y43EL4 NEON 0#40 FLUME SNQLL 8E MAA?&ED 1IMT YERNON ,11 ,4N0 RECEIVER /O FLOW METER TRANSM/TTE2 wMNIM:7- �pF ML NOTES SEE C,ENO. IWOR. 4E0 'ICITV OF BAI(ERSFIEYD � TIONS SHALL BE HOT- DIPPED OR SHERADIZED, _ ELECTRICAL METALLIC ,N.4NN /�I/Q 2 SHEET /YO. 2 OFLOW - METE2 RECE/YER �� u O LOAD CEA(Me WI-2-120A ` /,B SQUARE �D �� QO 6 S 2- /5A• %6 ALL WIRING AND CONNECTIONS TO BE TESTED FOR CONTINUITY, GROUNDS, COMM. OYEQHEAD 10 - 3W - SERVICE AND SHORT CIRCUITS BEFORE DEVICES AND EQUIPMENT ARE CONNECTED., 109G 90 OUTDO02 ® METER /NG DEVICE W14 ✓ANA METER �PECE /VE,2S " /TOT,9L /Z£2 THE ARCHITECT OR ENGINEER, THE SATISFACTORY OPERATION OF THE E!- $OC/CET. _ BEFORE BIDDING ON THIS WORK, THE CONTRACTOR SHALL EXAMINE WEATNEQpROOF W r4l- TERMIA141. "X36 "x8" DRAWING. BY SUBMITTING A PROPOSAL FOR THE WORK INCLUDED IN THIS C.4B /NET(LOCK.49LE) 36 . OCOIVOULET CQ0I19E-11 1N05 48AI /O �— SEAL - OFF CONOI/GET EYS 04 EZS /tiE4T,�EQoPOOFIr - - - - - -- CONDU /T eLIAW IN CONCRETE TE,P�iwg4 C<J61iUEr COMPLETE AND IN OPERATING CONDITION. UPON RECEIPT OF THE DRAWINGS, UNo.seazaUN0 CONDUIT zUN5' (LOC,e4s, E gNO1I'0411/T EXAMINE THEM AND NOTIFY THE ARCHITECT OR ENGINEER OF ANY DISCRE- EXPOSED COAIDU/ T RUN$ Eo�rFi�Eivr s�cww PANCIES. IF THE CONTRACTOR DOES NOT CALL THESE TO THE ATTENTION 7 EXPLOSloN PROOF P120PELLEn /LC, ELEC. SIZE /23XS SEE GENERAL NOTES OF THE ARCHITECT OR ENGINEER BEFORE ACCEPTING THE CONTRACT, THE FAN WITH FAN GUARD WrNT /LAT1N6C SHT. 3 GENERAL NOTES FOR ELECTRICAL CONSTRUCTION THE ENTIRE ELECTRICAL SYSTEM TO BE DESIGNED TO COMPLY WITH, AND TO BE INSTALLED IN ACCORDANCE WITH, ALL REQUIREMENTS OF ALL-LEGALLY ',LOCAL j CONSTITUTED AUTHORITIES HAVING JURISDICTION, INCLUDING ALL ORDINANCES, SAFETY ORDERS OF STATE INDUSTRIAL ACCIDENT COMMISSION i AND ALL RULES AND REGULATIONS OF NATIONAL BOARD OF FIRE UNDER- I WRITERS. WHERE PLANS AND SPECIFICATIONS DIFFER FROM CODE REQUIRE- MENTS, CONTRACTORS SHALL FURNISH AND INSTALL HIGHER QUALITY OR- MORE CONSERVATIVE DESIGN. CONTRACTOR SHALL CAREFULLY EXAMINE SITE AND COMPARE THE DRAWING WITH EXISTING CONDITIONS, BY THE ACT OF SUBMITTING HIS BID, THE CONTRACTOR SHALL-BE DEEMED TO HAVE MADE SUCH EXAMINATION AND TO HAVE ACCEPTED SUCH CONDITIONS AND MADE ALLOWANCE THEREFOR IN PREPARING HIS FIGURE. -- - <---' ALL MATERIAL USED SHALL BE IN ACCORDANCE WITH LATEST STANDARD SPECIFICATIONS OF THE AMERICAN SOCIETY FOR TESTING MATERIALS AND NOTE : THE NATIONAL BOARD OF FIRE UNDERWRITERS. RECE/VE,e FOR 6 PARS<IALL RIGID CONDUIT SHALL CONFORM TO THE "INDUSTRY STANDARD FOR STAN - FLUME SNQLL 8E MAA?&ED 1IMT YERNON ,11 ,4N0 RECEIVER DARD RIGID STEEL CONDUIT" OF THE RIGID STEEL CONDUIT ASSOCIATION. FOR 9" FLL/ME SWALL ,BE ALL CONDUIT UNDERGROUND, IN SLABS ON THE GROUND, OR IN MOIST LOCA- IWOR. 4E0 'ICITV OF BAI(ERSFIEYD � TIONS SHALL BE HOT- DIPPED OR SHERADIZED, _ ELECTRICAL METALLIC TUBING OR FLEXIBLE CONDUIT MAY BE USED IN LIEU OF RIGID CONDUIT, EXCEPT WHEN BURIED IN THE GROUND OR IN CONCRETE, EXPOSED WHERE SUBJECT TO MECHANICAL DAMAGE, IN MOIST OR DAMP LOCATIONS, OR WHERE PERMITTED BY CODE. WATERTIGHT CONNECTORS ONLY SHALL BE, USED. ALL WIRING AND CONNECTIONS TO BE TESTED FOR CONTINUITY, GROUNDS, AND SHORT CIRCUITS BEFORE DEVICES AND EQUIPMENT ARE CONNECTED., FLOW MErE,e UPON COMPLETION OF WORK, THE CONTRACTOR SHALE DEMONSTRATE TO �PECE /VE,2S " /TOT,9L /Z£2 THE ARCHITECT OR ENGINEER, THE SATISFACTORY OPERATION OF THE E!- TIRE ELECTRICAL SYSTEM. BEFORE BIDDING ON THIS WORK, THE CONTRACTOR SHALL EXAMINE DRAWING. BY SUBMITTING A PROPOSAL FOR THE WORK INCLUDED IN THIS CONTRACT, THE CONTRACTOR SHALL BE DEEMED TO HAVE MADE SUCH STUDY AND EXAMINATION OF THE DRAWINGS, IT IS THE INTENTION OF THESE SPECI- /tiE4T,�EQoPOOFIr FICATIONS AND DRAWINGS THAT ALL EQUIPMENT, CONDUIT, ETC. BE LEFT TE,P�iwg4 C<J61iUEr COMPLETE AND IN OPERATING CONDITION. UPON RECEIPT OF THE DRAWINGS, (LOC,e4s, E gNO1I'0411/T EXAMINE THEM AND NOTIFY THE ARCHITECT OR ENGINEER OF ANY DISCRE- Eo�rFi�Eivr s�cww PANCIES. IF THE CONTRACTOR DOES NOT CALL THESE TO THE ATTENTION OF THE ARCHITECT OR ENGINEER BEFORE ACCEPTING THE CONTRACT, THE ELECTRICAL CONTRACTOR SHALL BE REQUIRED TO MAKE THESE CHANGES AT HIS OWN EXPENSE. BRAND AND MANUFACTURER ARE NAMED TO ESTABLISH A LEVEL OF QUALITY. NO SUBSTITUTIONS WILL BE ACCEPTED UNLESS APPROVED IN WRITING BY THE ENGINEER. 318 GROUNDING SHALL BE EXECUTED IN ACCORDANCE WITH ALL APPLICABLE TJ'Y, T4YlSTED %2" CODES AND REGULATIONS BOTH OF THE STATE OF CALIFORNIA AND LOCAL R. C. AUTHORITIES HAVING JURISDICTION. WHERE SUITABLE CONTINUOUS COLD WATER MAIN DOES NOT EXIST, THE NEUTRAL AND EQUIPMENT GROUNDS SHALL BE GROUNDED TO SEPARATE GROUND RODS. i TO FLOW METE,e _t TRANSiWIrTEQS b d , : 'I, S, MADDOCK R.C.E. 9723 _ ELECTRICAL PLAN AN D DETAILS ' EAST NILES COMMUNITY SERVICES DISTRICT — DIVERSION STRUCTURE RE "`s,o�s DES16N F J SHEET BOYLE ENGINEERING DRAWN r.Q.h. BAKERSFIELCD, CALIFORNIA 5 CHECKED 9. D. M. DATE- 6 I J. N. 3541 4I D- 9' Q V F. S. OF 5 SHEETS