HomeMy WebLinkAboutCUP 04-16; Bressi Pump Stations; Conditional Use Permit (CUP) (2)~ • II -~
. -~
liJ
f... .;:,
it ~ .
~ ~
f... .;:, ,.,
"' 0
f! q
f... .;:,
it
:;::
Ill ll! ..
l.'l i'ij
\3 lt
"' ll.. U1
s.: 1)3
~ -~ ::;;
"' 6 10 "'
..
~
~ "' OJ
~ u 0.. :> u n I 0 10 ~ !:! :a>:
~ ~
L
-----·
\ ~\ \ . \\ \
\
\ \ . \ ... --------E·--· -\-y--\ \
\
\
' I
I
' 't'
' I
I . .
I ____ __J ~----
~ 48 hoursBEFOR[eJCcavotion ~ CAQ llnderyround sm Mol
lh 1-(800)422-4133
I
I
I
I
.
' \
\
'
\
\
\ ·.
\ ·.
\
\ .
\
\
\ \ \\
\\
\\
\\
\\
\
\
\ \ ~
\ \ \
\ \-~ \ __ \._·--\·-
\ \ \ ~ \
\ \ \ \ \ #'., ... ,,
' ~
\
I
I
I
I
I
I
\
I
I
I
\
I
\
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I ~I
I
BASIS OF BEARING
_,_
l
I I
I \
·. I
I
I I
I . I
I I
I I I I
I \
I
I
\
I
I
}
1-1
I I
l
I
I
I
BASIS OF BEARINGS FOR THIS SURVEY IS NORTH 09-41-28 WEST
BETWEEN POINT (CLSB-070) PT. 1070 AND (PT. 50) PT. 1050 PER
AERIAL MAPPING PROVIDED BY OTNERS. IT IS NOTED THAT THE
COORDINA 7ES AT POINTS (V-2002) PT. 1099 AND (SDGPS-41) PT. 1041
MATCI-1 THE COORDINA1E CONTROL SHOWN ON RECORD OF SURVEY
NO. 16097 O.R. SAN DIEGO CO.
TilE DISTANCES AND COORDINA1ES SHOWN ARE A GROUND COORDINA1E
SYSTEM BASED ON PT. 1070. (CLSB-070) CITY OF CARLSBAD SURVEY
CONTROL NETWORK, DATUM CCS 83, 1991.35 EPOCH, U.S. SURVEY FEET.
THE CONVERGANC£ ANGLE MEASURED AT PT. 1070 IS -00-33-32.929.
TN£ COMBINED SCALE FACTOR AT PT. 1070 IS 0.99995132
PALOMAR
f
I
I \
i· \
+it
. ' , I t
1\ I ·.
I '.
I \ f
I
I \ . ~ ' \
' ,,~ :];
! +
I \ .
I .
I _,.
BENCH MARK (CLSB-070)•
DESCRIPTION: 2" IRON PIPE AND DISK IN CONCRETE COLLAR
LOCATION: 47FT. EAST OF EDGE OF PAVEMENT OF
EL CAMINO REAL AND. 355 FT. SOUTH ALONG
THE EASTERLY EDGE PAVEMENT OF THE
INTERSECTION WITH CAMINO VIDA ROBLE.
RECORDED: 05/18/2001
ELEVATION: 317.858' DATUM: NGVD29
• PER CiTY OF CARLSBAD SURVfY CONTROL NETWORK
AIRPORT RD.
•
I
' ' I
. .
I
.!>
SCALE: 1"=20'
/
I
'
I
I
306.0
FL.
.-------------------------------------
----~------------------------------
---~--~--------~-~-----
----·--·----£--·--·--· --------·--·-
MASS GRADING FOR ORESSI
RANCH PLANNING AREA No.3 PER DWG. 400-BA, SliEET 3
TEMPORARY SOIL STOCKPILE AREA
(RESTORE TO ORIGINAL CONDITION
UPON COMPLETION OF PROPOSED
FACiliTIES) ...
+-t'
.o!l
--·--··-··
309.0
FL.
-------·--·-
. /\ 310.30·
I' , FL.
/
I
.A
CUP 04-.16/SUP 040-08
VICINITY MAP
VJSTA
BRESSI
PROJECT
VICIJ\JITY
SUMMARY TABLE
STREET ADDRESS NLA
ASSESSORS PARCEL NUMBERS 213-030-17
EASEMENT ACREAGE 0.27 ACRES
GRADING ACRIJ\GE (ARIJ\ TO BE DISTURBED) 0.62 ACRES
EXISTING ZONE AND LAND USE "P-C" (PLANNED COMMUNilY)/UNDEVELOPED/
FUTURE INDUSTRIAL OFFICE
GENERAL PLAN DESIGNATION "PI" (PLANNED INDUSTRIAL)
PROPOSED LAND USE PROPOSED WATER PUMP STATIONS
TOTAL BUILDING COVERAGE 2 BUILDINGS 22' -0"x47' -3"
BUILDit~G SQUARE FOOTAGE 2136 SF {1068 SF EACH)
CUT 0 CUBIC YARDS
FILL 11,770 CUBIC YARDS
CY/ACRE 18,983.87
PROJECTED PROJECT APT 1 PER DAY
NOTES:
1. IJ\NPSCAPING AND ENTRY TREATMENTS FOR THIS LOT SHAlL BE
INSTAllED AND MAINTAINED 8Y THE PROPERlY DEVELOPER IN
CONFORMANCE WITH THE REQUIREMENTS AND RESTRICTIONS OF
THE APPROVED BRESS! RANCH MASTER PLAN.
2. ACCESS GRANTED PURSUANT TO CT -02-15.
3. ACCESS TO PRV VAULT TO BE MAINTAINED BY THE PROPERlY
DEVELOPER.
CITY OF CARLSBAD
Plannmg Commissmn
___ l}t'_E_?~L .f:bttf'...§/4/Ja,jf ___ _
Case No. f?l,)/' Of·~J,/51/r ~.o/-()8 '
Exhibit No. /f Dnte tli!T t:, 2 004-
,.1-(j
II AS BUlL T"
P.E. ___ _ EXP. -----
REV IE 'WED BY•
INSPECTOR
PATE
DATE
I --l--'--+-----------+--+--:---l--+---11 ~.H*EET I CITY OF CARLSBAD I SHE*ETS I ' • ENGINEERING DEPARTMENT ~IM~P~R~O~VE~•ME~NT~~PL~AN~S~F~•O~R~·============~====~
ENCINA BASIN WATER RECLAMATION PROGRAM, PHASE II
Bflt::SSI RECYCLJ;:D AND PO_ TABLE WATER PUMP STATIONS (CONDITIONAL USE PERMIT)
KRIEGER ~-~ TE\11\RT INCDRPORAT~D
JGO~ Uni11or;t~i-lv Al!o. · Rivernid~ CA. 92501 • 909-604-11000
SITE PLAN
APPROVED: WILLIAM E. PLUMMER
OWN BY: SFM PROJECT NO. DRAWING NO.
l----~----~------------------~--------~,---~----r----+--~~D~EP~UClY~CI~rr~EN~G~IN=CClRr=P~E~2~81~76~E~X~P.l0~3~-=31=-=06~~P~A~T~E~
J h P M cP k OA TE INITIAL DATE INITIAL DATE INITIAL LIKD BY PES APPROVED SY------"'0
"'
8
"-'-'''-""'
0
"'-"
00
"". ------CRV' WD BY:: JCR 3889/391 0 4-09-6 ENGINEER OF WORV REVISION DESCRIPTION O"'ER APPROVAL CITY APPROVAL REGISTERED ENGINEER No. 62220 DATE " "•-
.-11
...
D
rn
~
ro
0
"' I 0
<0 OJ
'
\
' \
X28g 6\ . 9\ I
I
I
I
I
I
I
I
I
I
y
I' I \ I
I\ I
I ', I
lx2 \ I 1 9D./J\
I y I . \
I / \
I
I
I
I
I
I I \
I i '-,
. .--
.
I
I
I
I
I
I
I
t.
I
I
I
I
I
I
I
I / I /_, t/"'
------1"' / /
/
1.--/ / ..... / 1\
I\ .,.-_.....--_; / I '
I \ _.... I // I
I_...._....'( 1 / I
I _.-r \ ,/ I I _,..--I \ I / I
.I" I J' / I _,."I I ·\_,/ I
_, I I ·" ..--I · /\ I _,,-"' I I /// \ I
_.......-I I ,// \ I
I I /I \ I
I I /· \ I I I /I \1 / / /// >
I
I
I
I
I
I 1 / I CONST. TYPE 'A-5' io.
1 I // / PER SDRS DWG. Dr9 2" PVC DRAIN
1 1 / 283.66± FL I
I 1// I I
I I' I I
I //; 1 I
I / I I I
1.,/ I I v I I I
' I ~(1ST. 42" S.D. I
I
/ I
~ / I
I
I
I
I
I
I
I
I
I
I
--"
I
I
I
I.
,_,<./.
.· ~ / .· Fl.. /
. /
,.../·GRAPHIC SCALE
I
I
I
..-·
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I I
I
I I
I
I
I
I
I
I
J I
I
I
I
I
I
I
I
J 308.04 FG
I
/
I
RECYCLED
WATER PUMP
STATION
ASPHALT
PAVING
I
I
I
I
I
I
I
I
,
: 1'--6"
.. ' .1' "r.:J''
3'-0"
----· -----
·"" I ' ·~·
X /§ _,.
'-/ 25' rJr<:.LI""-·-,
308.00 FG 2
POLE MOUNTED EXTERIOR
WORK LIGHTS, 2 TOTAL
I
I
' I
I ( 1 D' ABOVE FG, 1 DO WAITS
~;I ~/ 8
EACH), TYP.
I
'
301.92
·'
I
I /
: //;WPS
),.......-SERVICE
,..-I XFMR
-/--1-
STATION
SITE AT
EL. 308:1:
rCON~>T •• 3' WIDE
CONC. RIBBON GUTTER
-''<'--' ' ·~·~
' c;;_ \ .a
\8f
\
\
\
PER DETNL 1 HEREON.
FG
\
\
\
\
\
\
\
\
\
\
\
~---------,-.----· --·-------
\_BLADED -----------------·-----
SWALE . 'I M' 6"
. . "' ·. . .. . .
#4 BAR CONT.
(TYP.)
6" CLASS ~ BASE
INCDRPDP'ATED
KRIEGER
'SS TE\AART
RIBBON GUTTER DETAI.L
SCAI.E: .3/ 4", 1' -0"
. . --.
POTABLE
WATER PUMP
STATION
-·-............
\ . . \ .. · .... ··~
: c ' .~
', ' ' ' ....
'
,~ ' '"" ' .. =
.
I \ \
\ . \ \
'\CUP 04--16/SUP 040-08
\ \
\ \ \ \
\ \ \ \ \ .
\ \
\ \
\ \ \
\
\
\
\
\
\
\
\
\
\
\
\
\ SITE COORDINATE DATA
POINT EJ NORTHING EASTING
1 92159.50 50631 . .39
2 92173.92 50646.01
3 92136.23 50676.96
4 92122.50 50660.65
5 92133.26 50651.51
6 92134.57 50653.02
7 92166.93 50632.39
B 92245.69 50656.08
9 92236.56 50654.16
10 92194.75 50664-.46
11 92085.99 50656.58
12 92098.74 50680.51
\
\
\
\
\
\
\
\
\
\
' ' '· '
\ ><29"1_;~· X .<;< 1\)\ -.
13 92169.42 50703.35
14 92171.46 50704.D1
ro \ ·~.'"· ~ \ . . . \ ,-..
\
\
\
\
\
\
\
\
\
'"' -~ ~\ \
\
' ', ' ' ' ' ' ' ., ' • ' ' . ' ' ' ' ' ' ' ' ' ' ' EXIS'f.. C~ AND
GUTTER \
'· ' ' ' ' '
15 92190.49
16 92246.26
17 92264.80
18 92155.69
19 92159.93
20 92193,04
21 92248.53
22 92251.89
23 92273.29
24 92248.95
25 922H.OO
26 92254,56
27 92233.14
28 92222.33
29 92113.74
50710.17
50728.19
50734.18
50629.41
50617.79
50672.46
50659.42
5064-7.51
50738.50
50669.95
50670.41
50702,53
50707.57
50661.57
50684.04
\
\
\
\
\
\ ' ' ' \
\ ' \'
' ' \
\ / ' / / /
\
' \
\
\
' \
\
\
\
\
\
\
\
\
\
\
\
\
\
\
\
\
\
\
\
\
\
\ ' \\
' '
\
\
. \
\ \
\ \
\ \
\ \
' \
' \ \ \
\
\
\ \
25' ~JPEL~E EASt::ME~T \ . \
\ \
\ \
\ \
\ \
\ \
\ \
\ \
\ \
\
lTV Of CARLSBI\D
1ming, Commis:don \
\ <f', ... .\ .................... . ·--------\
Case No.-~ . .-.-:~------
\ _ .. \ ................ .. ..... -....... , \
Exhibit No. 8 · {Jolo -
\
\
\
\
\
\ \ ' \ ' \ \ \ \
\ \
\ \ ' \
C-2CUP
II AS BUlL T"
P.E, __ _ EXP. ----DATE
REVIE'NED BY•
INSPECTOR DATE
jSHEEll CITY OF CARLSBAD I SH·E*ETS I l----+--t-----------------l---l----1----1-----1 L.:_j ENGINEERING DEPARTI~ENT
1----+----;-----+---~
IMPROVEMENT PLANS FOR:
ENCINA BASIN WATER RECLAMATION PROGRAM. PHASE II
13RESSI RECYCLED AND POTABLE WATER PUMP STATIONS
(CONDITIONAL USE PERMIT)
sm: GlADING PLAN
APPROVED: WWAM E. PLUMMER
'? 0 "' 00
•'" ,\ ,.
2 11:4/'-
BOUNDARY
PUMP STATION\ EASEMENT
PROPOSED~ I
FINISH I GRADE
I
I
I
I
I
r SDG&E SERVICE
TRANSFORMER
ElECTRICAl SERVICE
METER AND MAIN C.B.
GUARD
POST
(1YP.)
297.0 1-'-----11
PROPOSED RECYCLED
WATER PUMP STATION
EQUIPMENT Rllll nlt-,G
-== ,--
. · 297.13 FF
I
.A
20' WIDE DECORAllVE DOUBLE
SWING GATE WITH PERFORATED
METAL BACKING
ASPHALT' PAVEMENT I
308.0± FG. I
{
PUMP STATION
EASEMENT
BOUNDARY
CUP 04-16/SUP 040-08
I /
I ~//\
I Q2 _,<.<@ \_ EXIST. SLOPE PER
1 f~<tjfl'&·~-' DWG. 400-BA,
~v SHEET 3
EXISTING smEET
(PALOMAR AIRPORT ROAD)
== ~~r ~-!\//"'\i---,--------.-~-E-'-~(-IS-;~IN_GT__j___-_-,· -----------
PW PRV
---------------L ~~~J~NG----~ -_I_-----~--~------
, 292 I .--//,..
I E>,ISTING ~G
1
. .--"' GRADE /.--
/ ~----~--------------------------1
EXISTING STREET
(PALOMAR AIRPORT ROAD)
VAULT
~~~~~~~ I
~
WEST ELEVATION/SECTION
N.T.S.
POTENTIAL FUTURE
SIGNAGE BY OTHERS
POTENTIAL FUTURE\
STONE FACED ~L, ___ :::.~~:::---~-RETAINING WALL .--'------'--,
BY OTHERS ,..-I I
I
BOUNDARY
PUMP STATION \ EASEMENT
PROPOSED -'I FINISH
GRADE I
r SDG&E SERVICE
TRANSFORMER
ELECTRICAL SERVICE
METER AND MAIN C.B.
GUARD
POST
(1YP.)
' / / -,
PROPOSED RECYCLED
WATER PUMP STATION
20' WilDE DECORATIVE DOUBLE
SWINIG GATE WITii PERFORATED
META.L BACKING
ASPHALT""'\
PAVEMEI~T
{
PUMP STATION
EASEMt::NT
BOUNDARY
I
1-U-~1~0~~~-Ll,F=[=e::~,d~~,h=~~'iJ::i;l~~~~~:~;=-==~~~===n~~ FG. \ I _ ~ ,_"'~" ,.,,_NT Rllll n1"r. ~ 1fjf?" ., ~
I = : : : ~"'/~~~/--. I
I }... A I ~ 4,@ \_EXIST. SLOPE PER
297.0 W----r'rnfr--crlTTrr--rJn'f~2~9~7J.1~3JF~FjJ _ ___.!~~~_j~ 1! ~$:¢/';<>?-'" DWG. 400-BA,
_ •-_..-..~v SHEET 3 I 1--------------------' -292 I / /"'/
I EXISTING 291 ' I 291. I ~~~ri~G EG I I ///
GRADE E_ ~ --1~ r--r------------------_______ j__1/
~~a ~ .. //~----------~ l I I----------~-,.-;----------------------------------------------E~~=::::~E~~~~
=-=--'-~====-EG EXISTING ~
PW PRV
EXISTING STREET
(EL CAMINO REAL)
I PUMP STATION
EASEMENT
BOUNDARY
VAULT
PROPOSED RECYCLED-.
WATER PUMP STATION
ELECTRICAL SERVICE~
METER AND MAIN C.S.
WEST ELEVATION/SECTION WITH
N.T.S.
r SDG&E SERVICE
TRANSFORMER
GUARD POST
(1YP.)
i :
POTENTIAL FUTURE ENTRY TREATMENTS
r· SDG&E SERVICE r ELECTRICAL SERVICE
TRANSFORMER METER AND MAIN G.B.
20' WIDE DECORATIVE DOUBLE
SWING GATE WITH PERFORATED
METAL BACKING
'iXi? I
~-IClV -
(PROPOSED POTABLE
WATER PUMP STATION
.
PUMP STATION ~ EASEMENT
BOUNDARY
I
I
I
I
I
I
l ~~2 1
EXISTING STREET-,
(PALOMAR AIRPORT
ROAD)
CITY Of CARLSBAD
Pl<t\,ning Commission
Cn,eNo. _______ _
. ..
----==""=-----~-:...c-.J
SOUTHEAST ELEVATION/SECTION 8
----======--. --~...~,_--C-5CUP
N.T.S. C-1CUP II AS BUlL T"
P.t::. EXP. ----DATE
REVIE\.fED BY•
INSPECTOR DATE ~--~~-----~~~-~----------r--~r---r---1---.~~~~~~~~~~~~~~ -I SH*EET I CITY OF CARLSBAD I SI-IE*ETS I
~ 48 hoursBEFQR[excavolion ~ tAll UOOoyrnwd s.,iee 1,1,~ lh 1-(800)422-4133
. KRIEGER
'SrE\AART INCORPORATED
1----+--t---------------t---+-----!l----l-------'--l ENGINEERING DEPARTMENT
~--4--+---~-----------------1------+--1---~--4
1----i----j-----~------:-------JI-----I----l---+---l IMPROVEMEN'f PLANS FOR:
ENCINA 13ASII>I WATER RECLAMATION PROGRAM, PHASE II
BRESS! RECYCLED AND POTABLE WATER PUMP STATIONS
(CONDITIONAL USE PERMIT)
SITE SIEC110NS
APPROVED: WILLIAM E. PLUMMER
l
POLE MOUNTED EXTERIOR
WORK LIGHTS, 2 TOTAL
(10' AI30VE FG, 100 WATIS EACI~)
(
WALL MOUNTED
HANDRAIL
-.. --
-1----!
-1+-------1 "' IM 1....,
' STD;)
siDE
MOUNTED
3'-011
45
MAIN MCC MCC LUGS VFD 1 VFD 2
PUMPING UNIT PERFORMANCE
CONDITION DISCHARGE
1
2 (1)
3
CAPACilY
[ GPIA]
600
1080
1250
TOTAL
DYNP.MIC
HEAD
[Ff]
246±10
182
140±5
MINIMUM
HYDRAULIC
EFFICIENCY
[%]
67
78
75
MINIMUM SHUT-OFF HEAD 280 FT.
SELECTED MOTOR SIZE 75 HP.
NOTE:
(1) DESIGN CONDITION WITH TWO PUMPS OPERATING
--~
TELEMETRY 1
(OFOI) i VFD 3 MCIP
I') 0) ou
0 • ~~ OQ
~ ~!!I [/)U)
\
\
\
\
\..o \~ \~
\~ \ ,i:, \~
\~
~ f-t-
\~ \% \~ \-1;:..
\
\
\
\
\
\
\
\
\
\
\
\
r-~-------.---..... ,
~----2BRW5----l--\ "-,
\
\
\L _________ _t_ \ )..
'y'\ \
28
---
I
-
\ \ \
\ \ \ \ \ \ \ \ \ \ \
\ \ \
\ \
\ \ \
\ \ \ \ \
\ I \
\ \ \
\ \ \
\ \ \ \ \
\ \ \
\ \ \ J c \
\ \.
\ \ \ 'M-31
l---
\ \ \ \ \ \
-d C10.T.G. PER CMWD
S . DWG. No.S6
I
I
I
I ! ' i
! ;
'
I I I ! I
\ \\
\ ($l \
\ ~-\
\ Ill \
\ ' \
\ \ \ \ \ \
\ \ \ \ \
. \ ' \
\ \ \ \ \ \ \ \
\ ~?
'-
\
\
\ :..
CUP 04-16/SUP 040-08
MATERIAL AND WORK DESCRIPTIONS (DWGS. M-1, M-2, & M-3):
1, 6" RESILIENT WEDGE GATE VALVE (FLG. x FLG.) WITH HAND WHEEL OPERATOR.
2. VICTAULIC COUPLING, STYLE 77.
3. 6" PRESSURE RELIEF VALVE (SUITAI3LE FOR 300 LB. WORKING PRESSURE), SET AT __ P.S.I.
4. RESILIENT WEDGE GATE VALVE (FLG. x FLG.) WITH HAND WHEEL OPERATOR. VALVE SHALL
BE SUITABLE FOR A WORKING PRESSURE OF 250 P.S.I. AND SHALL BE EQUIPPED WITH
250 LB. FLANGES, SIZE AS SHOWN.
5. 16"x16"x6" TEE (PLAIN x PLAIN x FLG.).
6. 1o"x12" ECCENTRIC REDUCER. TOP LEVEL.
7. FLOOR DRAIN WITH CAST IRON GRATE AND 13RONZE STRAINER (ZURN Z415 OR EQUAL).
8, 75 HP VERTICAL TURBINE PUMPING UNIT.
9. TWO (2) 1" HALF COUPLINGS WITH 1" CORPORATION STOPS PER CMWD STANDARD DRAWINGS
W9 AND W1 0. SET ONE AT TOP OF PIPE AND SET ONE AT 45' OFF TOP OF PIPE.
1 D. 1 0" FLG. SILENT CHECK VALVE.
11. STD. WT. CML, WSP PIPE SPOOL, FLANGED x GROOVED END, SIZE AS SHOWN.
12. 16"x 16"x 1 0" TEE (PLAIN x PLAIN x FLG.).
13. 1 6" STD. WT. CML, WSP DISCHARGE HEADER.
14. 12" Fl.-G. MAGNETIC FLOW METER.
15. 12" STD. WT. CML, WSP PIPE SPOOL (FLG. x FLG.).
16. 16"x10" CONCENTRIC REDUCER (FLG. x PLAIN)
17. 1 O'' SHORT RADIUS 90' EL130W (PLAIN x FLG.).
18. RESILIENT WEDGE GATE VALVE (FLG. x FLG.) WITH VALVE CAN ASSEMBLY PER CMWD
STANDARD DRAWING W16. SIZE AS SHOWN.
19. 20"x20"x 1 :?" TEE (PLAIN x PLAIN x FLG.).
20. 20"x20"x16" TEE (PLAIN x PLAIN x FLG.),
21. 20" STD. WT. CML & TC, WSP SUCTION HEADER.
22. 2D"x16" CONCE~ITRIC REDUCER (PLAIN x PLAIN).
23. 16" LONG RADIUS 90' ELBOW (PLAIN x FLG.).
24. 16" STD. WT. CML&TC, WSP PUMP SUCTION.
25. AIR COMPRESSOR AND 60 GALLON RECEIVER.
26. 2800 GALLON HORIZONTAL SURGE TANK.
27. 8" STD. WT. CML, WSP PIPE SPOOL (PLAIN x FLG.).
28. 20" LONG RADIUS SMOOTH BEND 90' ELBOW, TRIMMED TO 59'± (PLAIN x PLAIN).
29. 16" STD. WT. CML&TC, WSP DISCHARGE.
30. 16" LONG RADIUS SMOOTH BEND 90' ELBOW, TRIMMED TO 31'± (PLAIN x PLAIN).
31. 12"x12"x12" TEE (FLG. x FLG. x PLAII~)
32. 8" PIA. 45" ELBOW.
33, FABRICATED STEEL DISCHARGE HEAD PER SPECIFICATIONS.
34. 1/2" VOLUTE DRAIN FROM PUMP HEAD TD DRAIN, 1/2" TYPE K COPPER TUBING.
35. PROVIDE A 2" GAP BETWEEN END OF COPPER TUBING AND DRAIN PIPE.
36. 1 8" BUTI STRAP.
37, 12"W x 24"H GALVANIZED SHEET METAL SUPPLY AIR DUCT PER SPECIFICATION 15890.
38, 12"x6" LONG RADIUS REDUCING ELBOW (FLG. x FLG.).
SEE DRAWING M-2 FOR CONTINUATION
CITY OF CARLSBAD
Plannins Conunis:;ion
NOTES: Case No._-----------
UBC OCCUPANCY CLASSIFICATION: GROUP F-2
U8C CONSTRUCTION: TYPE 1
BUILDING SQUARE FOOTAGE: 1 068 sq. ft.
"AS BUlL T"
P.E. __ _ EXP. ------
M-1CUP
DATE
34'-0" 6'-411 St--8" I----NO-T-ES_: ____________________ -""'---'"--------------------------~--------'---'----~r----=--=-------1
REVIEWED BY:
"' I 0 <D
0)
d :;:
~ i I
1. PIPING AND INSTALLATION OF PUMPING ~ ~ ~ ~
UNITS 1, 2, AND 3 IS TYPICAL. ~ t:JtV . ~ ®
2. ALL PUMP STATION DISCHARGE VALVES AND
FITIINGS (RWD) SHALL BE SUITABLE FOR
A WORKING PRESSURE OF 250 P.S.I. AND
SHALL BE EQUIPPED WITH 250/300 LB.
FLANGES. MECHANICAL FLOOR PLAN
SCALE: 3/8"=1'-o"
.
INCORPORATED
INSPECTOR DATE
I SH*EET I CITY OF CARLSBAD I SHE*ETS I 1----+-----l--------------------------t----+---ll------t----l ENGINEERING DEPARTMENT
l-----1-----~----------------------------r----+---ll------r-~
l-----+---+----------------------------l-----l----1t---+---l IMPROVEMENT PLANS FOR:
ENCINA BASIN WATER RECW\MATION PROGRAM, PHASE II
BRESS! RECYCLED AND POTABLE WATER PUMP STATIONS (CONDITIONAL USE PERMIT)
RWPS FLOOR PLAN 1----l----r-------------------------l----+---+---,_--~~~~~~~~~~~==========~ APPROVED: WILLIAM E. PLUMMER ~ (5? 48 hours BEFOREexcavaiion
g ~ 1-(800)422-4133 ~ '----+----r-------------------------r----r--~----~----i~D~EP~U~TY~C~IT=Y=E~NG~IN=E~ER~P=E=2~61~7~6=.E~X~P.=0~3=-3=1=-0~6~~D~A~TE~~ .... CALL u d d s I AI rt 3602 Univ'ilrllity Ava •. ~lv~<rsldB, CA. 92501 • SD9-eG4-5900 .~ rr ~ n ergroun eJVCG e 1---------~---------i-::-=::--+~:;-;-;-+---------------------------+---:--:-=-+::-:::::-:-:-i--;:--=:---l-:;-:::;;:-::--i OWN BY: SFM PROJECT NO, DRAWING NO.
:;: APPROVED I3Y-------'J"'-os!!l!h_rP_,_, ..,Mo""cP!:.!!e,ak._____ DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: PES / ~ 1.~~~~~·····~~---D· mmee~~~-.em~~-~~~-~~~·m·~~~~-~~~~··~~~~mm~~~~~~~~R§~&emm.-·UR~aawa~~~~~~~~~~~Em-~1.;, ;;;;;,;.;.;;;;~;R;E:~;rs;r;~:;~;-~;~;:;:;:;:;~;~~;·;;B~~;22~0;;;DA~:;;;;W®;;*d-~E~~G~I:~~:~:&m~OF~~~WO~R~K;mw;;me;;•;un~~~:~~~~S~IO~-~~D~:,~S~~~:~IP~:w~I~~N~-;-;_;.;woo;.~;%~M'~~~TH~ER~-A~~~ffi~~~:~~~;CIT~Y~A~PP~R~OV~A~L~R~V~W~D~B~Y~:~J~CR~~~3~8~8~9~3~9~10~~~4-~0~9;-;;6~UI
~
II
"' I 0
ill
308.00 FG
~l"lil.67 TC
308.0± FG\
S.OPE
A.") 48 hours BEFOREexcovofion ~ CAll Uod~rnund s.vl• AOI
~ 1-(800)422-4133
l
b I
n
' 0 I . .,.
CUP 04-16/SUP 040-08
L-L-~----------------~--------------------------J
TOP OF ROOF}"
EL. 308.69
' 0
I "N '"'
\._TOP OF SLOPE ,-
N
308.45 TC
308.0± FG
33'-0" 14'-3" ~----------------------------------------------------------~~~--------~-----------------------------------------------·---~~-----------------------~~~-----------------------~
ELECTRICAL
PANELS
OUT '"
297.13 FF
I
:-;.:
1--_------.--.-....1~!;<<'
1 ~· ~·
4'-o" @ -~ 1 /r-M-9 AIR
IFLOW
• ... \/
:/\ .... ~ ·~ : 18"~
302.17 CG
I !
1/2" EXP. JOINT __ ..JI I (?11\
17'± FILL-
MATERIAL
MATERIAL ~ i y ....._
SUCTION CAN WITH _...../' V I' t)_ 293.00 CG REINFORCED CONCRETE ·-I---------16RWS---------1+1-:lHlH . ........,,_,..;~+ -==.::_::c.::....
ENCASEMENT ~-( I I . /\ t!:?{fj ___.....-( li\ \ \SS-;•.:··'·:··::,-.":.:·i.-::·,,''i_ ..... ,:,:, ·.,•::··:.:···~·:·;-_.,:;;:.:;;;•.:,;:,. ·;.:,:.,.,·.··1 r-
2~~~~~ 1,, .. ~~ . ·' ~~~f.' T~~~ ~~~ ---------f+J -~\ ,-16" -STD -WT -STL-------------,.-,~~~:;!>""------:
( 27" . '--• • • ......... '·\'<~-,\"'". .
EL 289 25 • \. TWO PASSES \ f 3 \ (TYP )
•• ' ""' <"• ,,...T, .-.;...1 \ ••. Y4 V MINIMUM \ S-5 j · (I:JOIIVM v• ~uyiiUI~ H"' • · -
EL. 287.75 '-..... ~
(BOllvM OF SUCTIUN CAN) 0
j'-6"
SECTION -... SCALE: 3/8"= 1' -0"
. "
--
•
[
APPROXIMATE EXIS.ftNG
GRADE EL 291
ROOF PLAN -.. ~..,...,_...._
SCALE; 3/8",1 '-D"
MATERIAL AND WORK DESCRIPTIONS (DWGS. M-1, M-2, & M-3): (CONT.)
39. 24"W x 1 D"H ALUMINUM SUPPLY REGISTER, ADJUSTABLE DOUBLE DEFLECTION TYPE WITii 3/4"
Bl,ADE SPACING AND SHORT FRONT BLADES, PER SPECIFICATION 15890.
40. 14"W x 18"H ALUMINUM SUPPLY REGISTER, ADJUSTABLE DOUBLE DEFLECTION TYPE WITH 3/4"
BLADE SPACING AND SHORT FRONT BLA[lES, PER SPECIFICATION 15890.
41. RECTANGULAR MANUAL BALANCING DAMPER PER SPECIFICATION 15890.
42. SUPPLY AIR DUCT RECTANGULAR TRANSITION SECTION. 23 1/2"W x 23 1/2"H TO 24''W x 12"H.
43. 23 1/2"W x 23 1/2"1-1 GALVANIZED Sl-lt::ET MHAL SUPPt.,Y AIR DUCT.
44. 12"x8" CONCENTRIC REDUCER, (FLG. x !PLAIN)
45. FIRE EXTINGUISHER MOUNTED TO WALL. CONFIRM LOCATIONS WITH OWNER PRIOR TO INSTALLATION.
FIRE EXTINGUISHER SHALL BE PROVIDED IN ACCORDANCE WITH SPECIFICATION SECTION 1 0520.
46. SUPPLY AIR DUCT RECTANGULAR 90' ELBOW, 24"W x 12"H WITH 24''1-1 x 12"W SIDE OUTLET.
47. 4"W x 3/8" THK. PIPE COLLAR CENTERED IN CONC. WALL COLLAR SHALL BE CONTINUOUSLY
WE:LDED TO PIPE SPOOL (BOTH SIDES OF COLLAR).
48. RE~ILIENT WEDGE GATE VALVE (FLG. x Ft.,G.) WITI~ VALVE CAN ASSEMBLY PER CMWD STANDARD
D'/'IG. W16. VALVE SHALL BE SUITABLE FOR A WORKING PRESSURE OF 250 PSI AND SHALL BE
EQUIPPED WITii 250 lB. FLANGES, SIZE AS SI·IOWN.
49. RUNNING TRAP WITH ADJUSTABLE CLEAN OUT TO GRADE, ZURN JOSHAM, OR EQUAL
50. SUPPLY AIR DUCT RECTANGULAR TEE, 12"W x 24"H RUN, 12"W x 24"H BRANCH.
51. 14"W x 26"H BLOCI<OUT FOR 12"W x 24"H. SUPPLY AIR DUCT. FILL SPACE BETWEEN DUCT AND
CONCRETE OPENING WITH NON-EXPANDING FOAM. COVER EA. END WITH SHEET METAL COLLAR.
CITY 01' CAIU.SBAD
Plan11i11S Colllmission
---~ -------·-·------............ ---------
-------------· .. -.......... -------.............. ..
E>:hibit No. :..:::/3.:-~=:D:ot~e=·.~·====j
M-2CUP
"AS BUlL T"
p,[, __ _ EXP. ----DATE
REVIEWED BY:
INSPECTOR DATE
1---1~--+-------'-------il-.-,-J---1---1---11 SH*EET I CITY OF CARLSBAD I SHE*ETS I
ENGINEERING DEPARTMENT ~IM~P~R~O~~~~M~E~N~T~P~L~A~NS~F~O~R:============~~==~
fNCINA BASIN WATER RECLAMATION PROGRAM, PHASE II .
INCDitPORATf:P
!
3602 Unlvars!W" Ave. • RlvQr~lc!e, CA. 92501 • 909-BE!4-6900
APPROVED SY Josh P. MacPeol<
REGISTERED ENGINEER No. 62220 DATE
.
DATE INITIAL DA T£ INITIAL DA T£ INITIAL
ENGINEeR OF WORK REVISIOI~ DESCRIPTION OTHER APPROVAL CITY APPROVAL
BRESSI RECYCLED AND POTABLE WATER )'UMP STATIONS
(CONDITIONAL USE PERMIT)
RWPS ROOF PLAN AND BUILDING SECTION
APPROVED: WILLIAM E. PLUh~MER
DEPUTY CITY ENGINEER PE 28176 EXP. OJ-Jl-06
DWN BY: SFM PROJECT NO. CHKD BY: PES
RVWD BY: JCR 3889/3910
DATE
DRI'.WING NO.
409-6
I •
"' 6 "' ro
.
~----------~------~----------------· -·------------
C.O.T.G. PER CMWD 0 STD. DWG. No.S6
3'-o"
-------l
fj 48 hours BEFORE excavation ~ C.l~ Undo~round Semen AOI
~ 1-(800)422-4133
-----------------------------~-------------~--~----
14'-3" T
-~
• 0 I ~
,,,..., ... •
CUP 04-16/SUP 040-08
MATERIAL AND WORK DESCRIPTIONS (DWGS. M-5, M-6, &: M-7):
33' 0" 1. 6" RESILIENT WEDGE GATE VALVE (FLG. x FLG.) WITH HAND WHEEL OPERATOR.
2. VICTAULIC COUPLING, STYLE 77.
3. 6" PRESSURE RELIEF VALVE (SUITABLE FOR 300 LB. WORKING PRESSURE), SET AT __ P.S.I;
L-~L---------------~~-----------------------------~--------------------------------~----T
4. RESILIENT WEDGE GATE VALVE (FLG. x FLG.) WITH HAND WHEEL OPERATOR. VALVE SHALL
BE SUITABLE FOR A WORKING PRESSURE OF 250 P.S.I. AND SHALL BE EQUIPPED WITH
250 LB. FLANGES, SIZE AS SHOWN.
. i.
!
NOTES:
1CA
i.o I
1. PIPING AND INSTALLATION OF PUMPING
UNITS 4, 5, AND 6 IS TYPICAL
2. ALL PUMP STATION DISCHARGE VALVES AND
FITIINGS (PWD) SHALL BE SUITABLE FOR
A WORKING PRESSURE OF 250 P.S.I. AND
SHALL BE EQUIPPED WITH 250/300 LB.
FLANGES.
PUMPING UNIT PERFORMANCE
CONDITION DISCHARGE
CAPACITY
[GPM]
TOTAL
DYNAMIC
HEAD [fT]
MINIMUM
HYDRAULIC
EFFICIENCY [%]
1 900 305±5 72
2(1) 1250 250 77
3 1600 180±10 70
MINIMUM SHUT -OFF HEAD 320 FT.
SELECTED MOTOR SIZE 12.5 HP.
NOTE:
(1) DESIGN CONDITION WITH TWO PUMPS OPERATING
. '
---------, 25
MCC MCC MTS MAIN
7'-oll 7'-o" 4'-10" 3'-o" ~1~-------'----"---~~-~ ---~---'------"--~~--~ ~:-------.. ----'-'"---------~~---~-~-~
~~~~~~~~Q~------~
(TYP.)
WALL MOUNTED _)
HANDRAIL
~
-
1
POLE MOUNTED EXTERIOR
WORI< LIGHTS, 2 TOTAL
( 1 0' ABOVE FG, 1 DO WADS
EACH)
5. 16"x16"x6" TEE (PLAIN x PLAIN x FLG.).
6. 16"x 12" ECCENTRIC REDUCER, TOP LEVEL.
7. FLOOR DRAIN WITH CAST IRON GRATE AND BRONZE STRAINER (ZURN Z415 OR EQUAL).
B. 125 HP VERTICAL TURBINE PUMPING UNIT.
9. TWO (2) 1" HALF COUPUNGS WITH 1" CORPORATION STOPS PER CMWD STANDARD DRAWINGS W9
Ai'lD WI D. SET ONE AT TOP OF PIPE AND SET ONE AT 45' OFF TOP OF PIPE.
10. 1 0" FLG. SILENT CHECI( VAI.VE.
11. STD. WT. CML, WSP PIPE sPOOL, FLANGED x GROOVED END, SIZE AS SHOWN.
12. 16"x16"x10" TEE (PLAIN x PLAIN x FLG.).
13. 16" STD. WT. CML, WSP DISCHARGE HEADER.
14. 12" FLG. MAGNETIC FLOW METER.
15. 12" STD. WT. CML, WSP PIPE SPOOL (FLG. x FLG.)
16. 16"x1 0" CONCENTRIC REDUCER (FLG. x PLAIN)
17. 1 0" SHORT RADIUS 90' ELBOW (PLAIN x FLG.).
1 B. RESILIENT WEDGE GATE VALVE (FLG. x FLG.) WITH VALVE CAN ASSEMBLY PER CMWD STANDARD
DRAWING W16. SIZE AS SHOWN.
19. 20"x20"x12" TEE (PLAIN x PLAIN x FLG.).
20. 2D"x2D"x16" TEE (PLAIN x PLAIN x FLG.).
21. 20" STD. WT. CML & TC, WSP SUCTION HEADER.
22. 2D"x16" CONCENTRIC REDUCER (PLAIN x PLAIN)
23. 16" LONG RADIUS 90' ELBOW (PLAIN x FLG.).
24. 16" STD. WT. CML&TC, WSP PUMP SUCTION.
25. AIR COMPRESSOR AND 60 GALLON RECEIVER.
26. 210D GALLON HORIZONTAL SURGE TANK.
27. 6" STD. WT. CML, WSP PIPE SPOOL (PLAIN x FLG.).
28. 16" LONG RADIUS SMOOTH BEND 90' ELBOW, TRIMMED TO 121'± (FLG. x PLAIN).
29. 16" STD. WT. CML&TC, WSP DISCHARGE.
30. 20" STD. WT. CML&TC, WSP SUCTION.
31. 20" LONG RADIUS SMOOTH BEND 90' ELBOW, TRIMMED TO 121'± (FLG. x PLAIN).
32. 6" STD. WT. CML& TC, WSP PIPE SPOOL (PLAIN x FLG.),
33. FABRICATED STEEL DISCHARGE HEAD PER SPECIFICATIONS.
34. 1/2" VOLUTE DRAIN FROM PUMP HEAD TO DRAIN, 1/2" TYPE I< COPPER TUBING.
35. PROVIDE A 2" GAP BEWIEEN END OF COPPER TUBING AND DRAIN PIPE.
36. 16" BUTT STRAP.
37. 12"W x 24-"H GALVANIZED SHEET METAL SUPPLY AIR DUCT PER SPECIFICATION 15890,
38. 12"x6" LONG RADIUS REDUCING EI.BOW (FLG. x FLG.).
SEE DRAWING M-6 FOR CONTINUATIOI'I
CITV OF CARLSBAD
Pkuming Commis~ion
------------------MECHANICAL FLOOR PLAN
(a5e No._
NOTES:
SCALE: 3/8"=1' -o•
,.
INCORPORATED
3602 Univorsll)' Ave. • Rlver:s;ldo, CA. 92EiDt • 909-684-6900
UBC OCCUPANCY ClASSIFICATIOi'l: GROUP F-2
UBC CONSTRUCTION: TYPE 1
BUILDING SQUARE FOOTAGE: 1 05B sq. ft.
"AS BUILT"
P.E. ___ _ EXP. ------
REVIEWED BY:
INSPECTOR
M-SCUP
DATE
DATE
1---4--~~--------------~--+-~~~---~~ISH*EETI CITY OF CARLSBAD ISHE*ETSI ENGINEERING DEPARTMENT 1~---+----~--------------------------~~--~---~----~--~~IM~P~R~O~VE~•M~E~N~T=P~L=AN~S~F~O~~~==========~====~
ENCINA BASIN WATER RECLAMATION PROGRAM, PHASE II
-1---1------1-----1 SRESSI RECYCLJOD AND POTABLE WATER PUMP STATIONS
(CONDITIONAL US!:: PERMIT)
l-----1~--~--------------------------+---~-----l-----l-~-~ PWPS FLOOR PLAN l-----l---~---------------------------+----~---~~---·-l--~~~~=7.~~~~~~~~========~ APPROVED: WILLIAM E. PLUMMER
~---+----~----------------~--------~~--~--~----~--~~D~EP~UlTY~CfiT:Y=EiNG;'IN=!E~ERr=P=E=~~B1~7~6~E~X~P.10~3~-3~1=-0l6~~D~AT~E~~ I----------------------I------,D:-:-AT"""-+"'INI""TI-:-:-AL+---------~---------~------I--,----,,------f-:---J----1-----Ji D WN BY: SFM PROJECT NO. DRAWING NO. APPROVEO BY-_____ !!!!JD;;!]ahuP:,_ • .!!lM!!!;OCJ:!Pe!!<!ek;_____ " PATE INITIAL PATE II~ITIAL CI"KD BY PES REGIST~ED ENGINEER No. 62220 DATE ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY; JCR 3889/3910 409-6
' '
, ' 'I ' •' '' "' . ' '·-
_1_ ______ ---~--·· ', -~----~~-
II
I')
I 0 <D
OJ
2
~ 48 hours BEFORE excavation ~ ~Ail Undu'lf'und s.,;, Alo~ lh 1-(800)422-4133
ELECTRICAL
PANELS
I
297.13 FF
(
1/2" EXP. JOINT __ .Jf
MATERIAL
SECTION ---SCALE: 3/8"= 1' -0"
' 0 I -...
'"'
' 0
I "'
! • '
14'-3" ~~----~~-----------..... ·--------~--
!TOP OF ROOF
EL 308.69
---r-----~------------4-------------------~--~-~
33'-0" ~~--~-----------------~ ----~·-~-----·---......... ~ --~-----~~ ---~
'b
I '<;~-
CUP 04-16/SUP 040-08
.1 EL 308.67 'b !TOP OF ROOF
~-N~----------------------------------------.----4~-----------------~-------------------------------------------~~-------~
l
ROOF PLAN
SCA~E: 3/8"~1 '-0"
10'-6'1 l, _____ ,_,__..._ ---------p
. MATERIAL AND WORK DESCRIPTIONS (DWGS. M-5, M-6, & M-7): (CONT.)
39. 24,"W x 1 O"H ALUMINUM SUPPLY REGISTER, ADJUSTABLE DOUBLE DJ:F~ECTION TYPE WITH 3/4"
BLADE SPACING AND SHORT FRONT BLADES, PER SPECIFICATION 15890.
4'-0" 0
/~
3'-6"
• \/ 302.17 CG AIR 1-1--+.......:=:=-'-'--..::.--:..
FLOW v /\
~IJ~ 18" ~
!'-/ rf ~ 299.50 CG ~ ~~~-+~--===~ .,....
'15PWD-' •~-OUT OF
--SECTION 1...-----
17'± FILL-
MATERIAL
[
APPROXIMATE EXISTING
GRADE EL. 291
. '
40.-14"W x 18"H A~UMINUM SUPPLY REGISTER, ADJUSTABLI': DOUBLI': DEFLECTION TYPE WITH 3/4"
BLADJ:: SPACING AND Sl-iORT FRONT BLADES, PER SPECIFICATION 15690.
41. RECTANGULAR MANUAL BALANCING DAMPER PER SPECIFICATION 15890.
42. SUPPLY AIR DUCT RECTANGULAR TRANSITION SECTION, 23 1/2"W x 23 1/2"H TO 24"W x 12"H.
43. 23 1/2"W x 23 1/2"H GALVANIZED SHEET METAL SUPPLY AIR DUCT.
44. 1 2"xB" CONCENTRIC REDUCER, (FLG. x PLAIN)
45. FIRE EXTINGUISHER MOUNTED TO WALL. CONFIRM LOCATIONS WITH OWNER PRIOR TO INSTALLATIOI~.
FIRE EXTINGUISHER SHALL BE PROVIDED IN ACCORDANCE WITH SPECIFICATION SECTION 10520.
46. SUPPLY AIR DUCT RECTANGULAR 90' ELEilOW, 24"W x 12"H WITH 24"H x 12"W SIDE OUTLET.
47. 4"W x 3/8" THI<. PIPE COLLAR CENTJ::RED IN CONC. WALL. COLLAR SHALL SE CONTINUOUSLY
WELDED TO PIPE SPOOL (BOTH SIDES OF COLLAR).
48. RESILIENT WEDGE GATE VALVE (FLG. x FLG.) WITH VALVE CAN ASSEMBLY PER CMWD STANDARD
DWG. W16. VALVE SHALL BE SUITABLE FOR A WORKING PRESSURE OF 250 PSI AND SHALL BE
EQUIPPED WITH 250 LB. FLANGES. SIZE .AS SHOWN.
49. RUNNING TRAP WITH ADJUSTABLE CLEAN OUT TO GRADE, ZURN JOSHAM, OR EQUAL. ,_. -c
50. SUPPLY AIR DUCT RECTANGULAR TEE, 12"W x 24"1i RUN, 12"W x 24"H BRANCH.
51. 14"W x 26"H S~OCKOUT FOR 12"W x 24"1i SUPPLY AIR DUCT. FILL SPACE BETWEEN DUCT AND
CONCRETE OPENING WITH NON-EXPANDING FOAM. COVER EA. END WITH SHEET METAL COLLAR.
CITY OF CA RLSBt.D
l)l;,u1ning Commission
Ca::e No.-------------·-
----~ .. ------.. ---~:~~l~'~t-N~.----.. (;'" .... -~.ltC
M-6CUP
"AS BUILT"
P.E. __ _ EXP·--~-DATE
REVIEWED SY:
INSPECTOR DATE
~~1---1---------------------~--~--~~~-~ISH*EETI CITY OF CARLSBAD ISHE*ETSI ENGINEERING DEPARTMENT ~IM~P~R~O~~~.M~E~N~T=P~L=A~NS~F=OR=:============~====~
ENCINA BASIN WATER REClAMATION PROGRAM, PHASE II
13RESSI RECYCLED AND POTABLE WATER PUMP STATIONS
(CONDITIONAL USE PERMIT)
INCORPORAT~O
3602 UnlvarGity Av,, · R\IJerslcle, CA. 92501 · 909-684-6900
DATE INITIAL DATE: INITIAL APPROVED BY Josh P. MacPaek
REGISTERED ENGINEER flo. 62220 PAT~ REVISION DESCRIPTION ENGINEER OF WORK OTHER APPROVAL
r----~---
DATE INITIAL
CITY APPROVAL
PWPS ROOF PLAN AND BUILDING SECTION
APPROVED: WILLIAM E. PLUMMER
DEPUTY CITY ENGINEER PE 28176 EXP. 03 31 06
PWN BY: SFM PROJECT NO. CHKD BY: P&S
RVWD BY: JCR 3889/3910
DATE
DRAWING NO.
409-6