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NOTES
I, CONTRACTOR SHALL VERIFY DIMENSIONS SHOWN
FOR EXISTING FACILITIES PRIOR TO PREPARING
SHOP DRAWINGS.
2, CONTRACTOR SHALL CUT INTO EXISTING WELDED
STEEL PIPE AND WELD IN A ID" FLANGED NIPPLE
AS SHOWN. EXISTING PIPE IS 42 3/4" O.D. WITH
1/2" MORTAR LINING. MORTAR LINING SHALL BE
HAND PLASTERED TO JOIN THE LININGS OF THE
PIPE AND NIPPLE WITH A SMOOTH, DENSE AND
UNBROKEN PROTECTIVE COATING USING WATER-
PLUG AS MANUFACTURED BY STANDARD DRY WALL
PRODUCTS, INC. ( LOS ANGELES DISTRIBUTER,
WEATHERWISE PRODUCTS, INC.)
---:--J---~--,---_7ll_CT/O/,J FLAA/GE ALL PUMP.5
ELEV. Ztn7. 2'.w_
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DATE
CJTY OF NEWPQR.T BEACI-), CALIFORNJA
t1---------------------------~ u II) .. BOOSTER PUMP! NG STATION
AT BIG _(;:ANYON RE;SERVOIR.
□>--------------------------,
PUMP LAYOUT PLAN AND SECTIONS
SCALE: SHEET ~I.Jj,,
DESIGNED Sy y.E,,T, JAMES M. MONTGOMERY 1 CONSULTING ENGINEERS, INC..,
CHECKED BY V. 8. T. 535 E. WALNUT ST. PASADENA, CALIF.
SY. 3-7128 OF4 SHEETS
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DESIGNED Bv HJ
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CITY OF NEWPORT BEACH, CALIFORNIA
;:I-____________________ _;,_ __ _
IL
ii: TEMPORARY BOOSTER PUMPING STATION
g AT BIG CANYON RESERVOIR
~1-----------'-----'------------1
STRUCTURAL STEEL DETAILS
SCALE: SHEET JAMES M. MONTGOMERY
DRAWN Bv~;~-()~____,AS NOTED
CHECKED BY P(£~:iZ"I
CONSULTING ENGINEERS, INC.
535 E. WALNUT ST. PASADENA, CALI!='.
MU, 1-5619 SY. 3-7128
2
OF4 SHEETS
SPECIFICATION NO. C -7 35 W-4
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FUTURE 12"',1AIN~
SCHOOL ~.JI
-EXIST. IP.
-'LEXIST.20' ROADWAY
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~ XIST 30" MAIN-=-..Q _
& EASEMEN I M
PROPOSED 20' ,",.C ROADWAY. (N.LC.)
l'ROPCSED CURB ?,GUTTFR.(N.1.C) (SEE NCTE 4.)
~ PROPOSED 4. 5' COI\JC. WALK.(N.1.C)
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PLAN VIEW
ELEVATION
COVER
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DETAIL 'A' CONC ME TE I~ VA~-U-L==T~D~E~T~A~·~1 L_
SCALE I"= 20FT.
(~ / ~ I • l.i...'-/ /'¢-
NOTE: ALL THRUST BLOCKS TO BE POURED
AGAINST L.f\DISTJRBED EARTH.
NCT TO SCALE ·---
~ j ~
TYPICAL CONC. THRUST
NOT TO SCA_l,I::____
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SCALE: I"= 40'
, 18"DIA., [,,r-1WELD & GRIND
HORIZ.CUTS IN
FRONT HALF OF
PIPE TO FORM
1-IINGED DOOR
I" SCREW "LUG Y/\LVE
1SFF DC:TAII "B"
I" RED BRASS PIPE
24 J l"CPLG.-JAMES JONES
I" CORl~ORATION STOP. 1------~~ I N"-J-1 S35 OR EQUAL.
JAVIESJONES N"-J-ISOSf-----~ ·
Cl~ APPROVFfl EQUAL I "-~:
I?" BROI\ ZE S~RVICE CLAMP ' D.STRIBUTION MAIN
JAM:cS JONES FIG. J-958 •r-~
WITH J-961 NEOPREI\JE __
CASKET CR APPREQUAL s 1/ ~ ;;:,Jf
1D GA.STEEL PIPE
/VVELD I l/2XH/2"X3/16"Xl-l/2" I L-CLIPS TO PIPE.
5/8" ;-!CALV BOL 1.
HINGES
)ETAIL"B"
l~ADLOCI~ HASP-
L CLIPS & AI\ICHORS· )
SEE DE".'AIL''A''
I 24" -I
$ECTIONAL PLAN
TYPICAL AIR VACUUM &_AIR R~LEA5E A.SSY.
NOT TO SCALE
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COAT WITH COAL TAR '-5,_0,, , 1'·
ENAMEL & WRAP W 1TH cor-1'--__,.,. ,
15"' FELT.~ ----~--'/'~ ~, . : 8t93.71 INV.12"STL.
EL 273 fi6
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\..--+---~+D~I I ,ORCONTII\IUATION l\.CPIPE --11---t---+ II --! ---SEE SHEET I
·,L_ --..
ll\JCASE IN COAL TAR
COUPUNG COMPOUI\JD
SC:E SPECS.[TYP.)·--
~-'r'F ' : ~ CONTROL BLDG
• •· . •. ;I BASEMENT WALL
~~
CONNECTION DETAIL
AT BASErvlENT VVALL
NOT TO SCALE
g wrul-S +o 1?54• I ___ i -
C) if!CX)_J I a..... I ! o i'.'jN1< S +0.0354_! c.-._O_U.I-5LD_[_EACEc_CQI\JIBOL 1 + ..J_jw I BLDG. BASEMENT WALL
N wwo J___ ----·-··-------~ ~ ·w f-' a:z>w lfl · • (/) <( 0
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4 P.T S:A.2+ 73.46
to~ :J5°4S'40"RT
flPP'FiOVED
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----~,--------------i-,-265
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pENERAL NOTES
I.
2.
3,
RIGHT-OF-WAY DATA'.
STA.0+93.71 TO 5+15; CITY PROPERTY ' STA,5+15 TO !0+28,17; 30• CITY EASEMEJ\!T
METER CONNECTION; PUBLIC STREfT.
THE CONTRACTOR SHALL REMOVE, STORE
AND REPLACE THE EXISTING CHAIN LINK
FENCE TO ITS ORlGlNAL CONDlTION.
DAT/\ PEf':TAINING TO THE PRESENT AND
FlfTUF:E DIMENSIONS AND STATIONING OF
PACIFIC VIEW DRIVE ARE PER PRELJMINARY
Of\AWINGS PREPARED FOR THE CITY. THE
<;qNTRACTOR SHALL VERIFY THESE DATA
PF110R TO CONSTRUCTION, -_, ---
4 · A SEPARATE CONTRACT WILL BE. AWARDED TO
qTHERS FOR CONSTRUCTION OF THE BASE, PAV
MENT, CURBS AND SIDEWALK. THE CITY WILL
SCHEDULE SUCH WORK SO THAT f'JO CUTTIJ\!G OF
NEW PAVEMENT, s1pEwALK OR C:u~~s WILL BE
REQUIRED UND!f:R THE CONTRACT ..
~ '1 z CITY OF NEWPORT BEACH, CALIFORNlA
:!, g ~ ~1------T-E_M_P_O_R_A_R_Y_B_O_O_S_T_E_R_P_U_M_P_IN_G_S_T_A_T ___ lO_N _____ I
~ l;! " •• AT BIG CAl'!YPN RESERVOIR 111 • : ' @ ol------------'----------------1
~ st
DESIGNl!D BY VB,--:-:
DRA.WN BY -~.L.P
CHECKECJ Bv V. BT
SCALE:
AS SHOWN:
DJSTRll3UTION MAIN PIPEL[NE
PLAN, PROF!L!c: AND DETAILS
CAT~ M&V 5 I
SHEET
JAMES M. MONTGOMERY
CONSULTING ENGINEERS, INC. 3
535 E. WALNUT ST.
MU. l 0 5819
PASADENA, CALIF.
SY. 3°7128 OF 4 SHEETS
SPECIFICATION NO. C -7 35
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275
SE[ DETAIL 'A' HEREON-
SEE ME-:-Eci ::Jl::T. THIS o,HEET---
ROADWAY
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a:! ◄ ____ 4:-= __ §_'.' ---_----1--.,_
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71
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XIST 30" MAIN~----a
EASEMENT 01
CJ ~ N
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" MFTER. .SEE SPECS,
'-<lis175TEEL_ Pll::,E~
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FROM DIST
fljAIN
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·FUTURE CURB & GUTTER
PROPOSED 20' A.C ROADWAY.(N.1.C.)
1,cioPCSED CURB&GUTTER.(N,1.C) (SEE NCTE 4)
~-f-'ROPOSED 4. S' CONC. VVALK.(NLC)
DETAIL 'A'
SCALE I" = 20 FT
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' 1 ·811 CL.A.SS 150 C.I. LINE • I
i FR_°~_ s_c~o~~ _ _ _ __ j ~
PLAN VIEW
CONC.
PREC-".S I CONC. VALL T
1=/-9 /211X 7'-9-l/211X5'-6"
DEEP. BFCOKS MOD::L
1\J"-768 OR EQUAL.
DETAIL -----------
)<------t------1----------+---+
• , .1 ' , , '
,-'<,-;-_-_, -~-
• <! .,,, •
1-.JOTF: Al. IRUST BLOCKS TO BF POLJRED
UNDISTURBED EARTM. TYPICAL CONC. THRUST BLOCKS
NOT TO SCALE
PLAN
SCALE: I"= 40'
l"CORPORATIOl'-J STOP~
JAMES JONES N"-J-1505 ~
0R Af•f'ROVED EQUAL "-,,
I?'' BRO'-jZE SERVICF: CLAMP
JAMES JOfJES FIG J 958
WITH J-961 NEOPRENE
GASKET OR APPR EQUAL
10 GA.STEEL PIPE
WELD I 1/2 X 1-1/2"
(L-CLIPS TO P. -.
)ETAIL"B"
'
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,!WELD & GRIND
·COI\JC. B/\SE
I" RED BRASS PIPE
l"CPLG -JAMES JONES
'-j£J-I 535 OR EQUAL.
DISTRIBUTIOl'-J MAI
-i --
'~
HII\IGES
SECTIONAL PLAN
TYPICAL AIR VACUUM & AIR RELEASE ASSY. . . ---
NOT TO 5CALE
~ .'v ,·. ~
.. -. • t /--\-----(~
~ -~
'--~::;e;::,;:,, Gr~_ONTROL BLDG
BASEMENT WALL
CONNECTION DETAIL
AT BASEMENT VVALL
NOT TO SCALE :_J
S = + D.0354+f:-="@I.5ID[_fACLc_g2tilllOL_j
BLDG clASEMENT WALL
275
0+98.71 TRANSITION SLEEVE -YPE COUPLING
~--..----, 12" STEEL PIPE TO 12"
Sl:_A._21 ()() ()()-Al3-YACUUM 8,
AIR RlLlASl VALVE
A.C. PIPE. SET DETAIL
BELOW.
4 "'.T. STA. 2+ 7 3.46
6 -,'i0 4'i'40"RT
GENERAL NOTES
], RIGHT-OF-WAY DATA:
CESIGNED BY V. B.T
DRAWN BY RLP
CHECKED BY V.BT
z 0
AP?!'!OVED
STA.0+93.71 TO 5'15; CITY PROPERTY
STA .5+15 TO !O+Z8. 17; 30• CITY EASEMENT
METER CONNECTION; PUBLIC STREET.
2. THE CONTRACTOR SHALL REMOVE, STORE
!\ND REPU\CE THE EXISTING CHAIN LINK
FENCE TO ITS ORIGIN.AL CONDITION.
3. DAT>, PERTAININf3 TO THE PRESENT AND
FL)TURE DIMENSIONS AND STATIONING OF
PACIFIC VIEW DRIVE ARE PER PRELIMINARY
DRAWINGS PREPARED FOR THE CITY. THE
CONTRACTOR SHALL VERIFY THESE DATA
PRIOR_ TO CONSTRUCTIO\J.
4,, A SEPARATE CONTRACT WILL BE AWARDED TO
OTHERS FOR CONSTRUCTION OF THE BASE, PAV ~
MENT, CURBS AND SIDEWALK, THE CITY WILL
SCHEDULE SUCH WORK 50 THAT NO CUTTING OF
NEW PAVEMENT, SIDEWALK OR CURBS WILL BE
REQUIRED UNDER THE CONTRACT.
BY&.&. u &cc:
Dlf..11:::CTOR OJ-PUELIC WORKS / 2" Ba 4i
CITY OF NEWPORT BEACH, CALIFORNIA
ti----------------------------1
~ u ~ "' 01----------------------------1
SCALE:
AS SHOWN
•
ATE "9U{;. 14 19.8Q
<.:J?gben '-Bei11./William Prost ® c5Jl.ssociares
PROHas,o.~AL •~v•~"~,.,,N,u ~~~,.,E,MS & ?CA.,NE~<
re oo, .,so • ·~· <O "" ~""'T N"'·"""' ... c, OL"""'"' "'"" ".,, .,,oc,,o
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P/-/IY£L SEC7/0/YC-C SCALE: SHEET 4 0ESICiiiNED BY~-JAMES M. MONTGOMERY
CONSULTING ENGINEERS. INC,
535 E. WALNUT ST.
; MU, 1-5519
PASADENA, CALIF',
SY. 3•7128
SPECIFICATION NO. C - 7 35 W-4-989-S
OF 4 SHEETS