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ABBREVIATIONS
A.F.G. ABOVE FINISH GRADE
DIA. DIAMETER
DTL. DETAIL
E.V.R. ENHANCED VAPOR RECOVERY
F.E.V. FUEL EQUIPMENT VENDER
F.R.P. FIBERGLASS REINFORCED PIPE
GAL. GALLONS
G.C. GENERAL CONTRACTOR
MIN. MINIMUM
MAX. MAXIMUM
MPD'S MULTIPLE PRODUCT DISPENSER
O.C. ON CENTER
O.R.V.R. ONBOARD REFUEUNG VAPOR RECOVERY
TLM TANK LEVEL MONITORING
TYP. TYPICAL
V.R. VEEDER -ROOT
W/ WITH
DOWNS ENERGY FUELING FACNLITY
FUEL SYSTEM IMPROVEMENT SET
SCOPE OF WORK:
1. INSTALL NEW HEALY CLEAN AIR SEPARATOR (C.A.S.).
2. INSTALL NEW C.A.S. ENCLOSURE.
3. INSTALL NEW HEALY HANGING HARDWARE ON EXISTING GASOUNE
DISPENSERS.
4. INSTALL NEW HEALY VACUUM PUMP ON EXISTING GASOUNE
DISPENSERS.
5. INSTALL NEW IN- STATION DIAGNOSTIC (ISD) COMPONENTS.
FUELING POSITIONS: 6
FUELING NOZZELS: 6
DISPENSER MAKE: TOKHEIM
DISPENSER MODEL: H422C
NOTE:
FUEL SYSTEM TO COMPLY WITH EXECUTIVE ORDERS:
VR -102 (OPW PHASE I -w EXISTING)
VR -202 -G (HEALY PHASE 11 W/ ISD COMPONENTS)
PHASE 11 EVR UPGRADE
501 N. SPRING STREET
LAKE ELSINORE, CA 92530
GENERAL NOTES:
1. CONTRACTOR SHALL FURNISH ALL LABOR AND EQUIPMENT AND PERMITS TO PERFORM THE
WORK AS INDICATED ON THIS SHEET. CONTRACTOR SHALL VISIT THE SITE TO VERIFY ALL
CONDITIONS THAT MAY AFFECT THIS PROJECT. ALL WORK IS TO BE DONE IN ACCORDANCE
WITH LOCAL CODES AND PER MANUFACTURER'S RECOMMENDATIONS.
2. INSTALL ALL PIPING, DISPENSERS, EQUIPMENT, ELECTRONICS, ELECTRICAL CONTROLS, ETC.
PER MANUFACTURER'S RECOMMENDATIONS AND PROCEDURES. CONTRACTOR IS
RESPONSIBLE FOR ANY DAMAGE TO NEW AND /OR EXISTING EQUIPMENT ABOVE OR BELOW
GRADE. THE PRESENCE OF THE MANUFACTURER OR OBSERVER AT AN INSTALLATION SITE
DOES NOT REUEVE THE CONTRACTOR OF HIS RESPONSIBILITY FOR THE PROPER
INSTALLATION OF THE TANKS, PIPING AND /OR EQUIPMENT.
3. CONTRACTOR SHALL WARRANTY ALL WORK AND MATERIALS FOR (1) YEAR FROM TIME OF
ACEPTANCE FROM OWNER.
4. ANY CONTRADICTIONS TO THESE PLANS SHALL BE REPORTED TO TRAVIS COMPANIES, INC
AT (714) 693 -9388 IMMEDIATELY.
CONTRACTOR CERTIFICATION REQUIREMENTS_
1. ALL CONTRACTORS AND SUB - CONTRACTORS RESPONSIBLE FOR THE INSTALLATION AND
HOOKUP OF THE FUEL SYSTEM EQUIPMENT AND ASSEMBLY SHALL POSSESS ALL REQUIRED
AND PROPER UCENSES AND CERTIFICATIONS TO WORK AND INSTALL SAID EQUIPMENT. IT
SHALL BE. THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO VERIFY AND OBTAIN
LICENSES AND CERTIFICATIONS FROM ALL SUB - CONTRACTORS WORKING ON SAID EQUIPMENT.
THE GENERAL CONTRACTOR SHALL PROVIDE PROOF OF LICENSES AND CERTIFICATIONS IN HIS
BID PACKAGE. FAILURE TO PROVIDE PROOF OF UCENSES AND CERTIFICATIONS SHALL BE
GROUNDS FOR BID DISMISSAL AND WILL NOT BE PERMITTED TO WORK ON THIS PROJECT. THE
REQUIRED LICENSES AND CERTIFICATIONS (AT A MINIMUM) ARE AS FOLLOWS:
1.1. CONTRACTORS STATE UCENSE CERTIFICATE
1.2. CERTIFICATE OF LIABILITY & WORKMEN'S COMP. INSURANCE
1.3. INTERNATIONAL CODE COUNCIL (ICC) CERTIFICATIONS:
1.3.1. UST INSTALLATION - RETROFITTING CERTIFICATE
1.3.2. UST SERVICE TECHNICIAN CERTIFICATE
1.3.3. VAPOR RECOVERY SYSTEM INSTALLATION AND REPAIR CERTIFICATE
1.4. MANUFACTURER'S CERTIFICATION FROM THE FOLLOWING MANUFACTURERS:
1.4.1. INCON CERTIFICATIONS:
1.4.1.1. LEVEL 3 CERTIFICATE (REQUIRED AS A MINIMUM)
1.4.1.2. IN- STATION DIAGNOSTICS (ISD) CERTIFICATE
1.4.2. HEALY SYSTEMS, INC.
4-ii.
VICINITY MAP
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CJ
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Gt
RIVERSIDE COUNTY FIRE DEPT. NOTES:
1. PIPING SYSTEM SHALL BE PNEUMATICALLY TESTED TO 75
PSIG. TEST PRESSURE SHALL BE MAINTAINED FOR AT
LEAST 30 MINUTES, WITH THE SYSTEM SEALED AND WITH
A PRESSURE LOSS NOT TO EXCEED 3 PSIG.
SHEETINDEX
FT1.0 I TITLE SHEET
F1.0 I PHASE II EVR UPGRADE PLAN
CODE SUMMARY:
2007 2007 2007 2007 2007 2005 T -24
CBC CMC CPC CEC CFC ENERGY STD.
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DRAWING NUMBER
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DRAWING NUMBER
F
1
PRESSURE VACUUM
VALVE VENT CAP
I o
I
I
EXISTING VENT RISER
I
ASSEMBLY
SLOPE
FLOAT CHECK VALVE
OVERFILL PROTECTION
MINIMUM SLOPE 1/8" PER
FOOT
AIR BREATHER
ASSEMBLY
W24
AIR
NOTES:
1. CONTRACTOR SHALL CONTACT THE FIRE
DEPARTMENT FOR THE REQUIRED C.A.S.
SIGNAGE.
2. CONTRACTOR SHALL FURNISH AND INSTALL THE
REQUIRED C.A.S. (HEALY) SIGNAGE:
2.1. "NO SMOKING / FLAMMABLE VAPORS"
SIGN. SIGN SHALL BE A MINIMUM OF 3"
HIGH LETTERS ON CONTRASTING
BACKGROUND.
2.2. NFPA PLACARD
3. ANY MANIFOLDING OF VENT PIPING FROM RISERS
TO THE HEALY TANK SHALL BE A MINIMUM OF
8' -0" ABOVE GRADE.
4. CONTRACTOR SHALL FIELD VERIFY LOCATION OF
LOW GRADE RISER.
KEY NOTES:
BALL VALVE — LOCKED "OPEN" IN NORMAL
OPERATION.
BALL VALVE — LOCKED "CLOSED" IN NORMAL2OPERATION.
CLEAN AIR SEPARATOR
36" O.D. x 93" LONG
800 LBS.
SYPHON TUBE
p
a.
a °. .. , .'
r.p. •.
1 •, ,' . ..
2 1" CONDENSATE DRAIN 400 GALLON
BLADDER
F— DETL- 14F.DWGI24
OCLEAN AIR SEPARATOR ASSEMBLY ELEVATION
c
SECTION @ TANK SLAB
F— DM- 24.0WGp6
1 S TYPICAL CLEAN AIR TANK MOUNTING SLAB DETAILS
MOUNT SENSOR TO
DISPENSERS INNER FRAME
WITH SUPPLIED BRACKET
PRESSURE
SENSING PORT
1/4" OD COPPER
TUBING. AVOID
ANY TRAPS! (BY
CONTRACTOR)
CABLE TO JUNCTION BOX
VAPOR PRESSURE SENSOR 21
1/4" OD COPPER TUBING TO
CAP O STREET TEE
2 -WAY CALIBRATION
VALVE
NOTE:
1. ONLY ONE (1) VAPOR PRESSURE SENSING DEVICE REQUIRED PER SITE. SENSOR SHALL
BE MOUNTED AT ONLY ONE (1) DISPENSER LOCATED CLOSEST TO TANKS.
2. CONTRACTOR SHALL PITCH ALL 1/4" TUBING AS REQUIRED TO AVOID ANY LIQUID TRAPS
F— DELL- 448.DWG124
3 ISD VAPOR PRESSURE SENSOR DETAIL NO SCALE
DISPENSER c
w ut MU.um4x4
NO SCALE ISD VAPOR FLOW METER DETAILG)
i
r
I -0w
F— DETL- 19.M124
13 PROTECTIVE BARRIER POST
4 GRADE ®u
EXISTING DISPENSER
in
CLR -
HEALY VACUUM PUMP
OOa k=
I WAY TYP. ® 8"
O.C.
F- DM-20.D"
NO SCALE is EXISTING DISPENSER ELEVATION
NEW HEALY PUMP
PUMP MOUNTING
PLATE OR
BRACKET
FLANGE W/ 1" NPT
THREADED INLET
CABLE TO JUNCTION
BOX
OUTLET O—RING
FLANGE W/ 1" NPT
THREADED OUTLET
EXISTING VAPOR
SHEAR VALVE
RADIUSED SMOOTH CONC. CAP
8" DIA. STL SCH. 40 PIPE
FILLED W/ CONCRETE SLURRY,
PRIMED AND PAINTED "SAFETY
RED"
EXPANSION JOINT W/ SILICONE
SEALANT.
PAVING
CONCRETE FOOTING
NO SCALE
1/
2w =
1' -0"
WHIP 4
HOSE BREAKAWAY 2
DISPENSER HOSE (
DISPENSER NOZZLE 1
EXISTING DISPENSER BASE
NO SCALE
O
EXISTING EXISTING
ACKNOWLEDGEMENT VEEDER —ROOT
SWITCH AND CONSOLE
OVERFILL ALARM
EXISTING ESO
I
10 00 1
r 1 L-- - --- -J
10 00 1
10 00 1
o2'8 10 O° I .' _ EXISTING FIRE
0
4 — — -- — -- — "`' ''
y EXIINGUISHER
I
5.0
x EXISTING FIRE EXISTING ESO I 1 3
6
EXTINGUISHER J
Iff I
1
EXISTING ESO
1
o 7
po ® o o n o
I
VENT RISERS
T _
a--o — — — * — °
1 3 ®
1
x
1
I
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x
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KEY NOTES:
DEW OIMYEMY Da81M0 p01EMY
1/2" THREA1
DISPENSER NOZZELS (900 SERIES)
FLINT STREET
ITEM
1/2" UNION
W
9 En
1/2 "x1 "R
o ADAPTOR
W
VAPOR FLOW
G.C.
1" SHORT NII
12
EXISTING STS
13
ASSEMBLY
w ut MU.um4x4
NO SCALE ISD VAPOR FLOW METER DETAILG)
i
r
I -0w
F— DETL- 19.M124
13 PROTECTIVE BARRIER POST
4 GRADE ®u
EXISTING DISPENSER
in
CLR -
HEALY VACUUM PUMP
OOa k=
I WAY TYP. ® 8"
O.C.
F- DM-20.D"
NO SCALE is EXISTING DISPENSER ELEVATION
NEW HEALY PUMP
PUMP MOUNTING
PLATE OR
BRACKET
FLANGE W/ 1" NPT
THREADED INLET
CABLE TO JUNCTION
BOX
OUTLET O—RING
FLANGE W/ 1" NPT
THREADED OUTLET
EXISTING VAPOR
SHEAR VALVE
RADIUSED SMOOTH CONC. CAP
8" DIA. STL SCH. 40 PIPE
FILLED W/ CONCRETE SLURRY,
PRIMED AND PAINTED "SAFETY
RED"
EXPANSION JOINT W/ SILICONE
SEALANT.
PAVING
CONCRETE FOOTING
NO SCALE
1/
2w =
1' -0"
WHIP 4
HOSE BREAKAWAY 2
DISPENSER HOSE (
DISPENSER NOZZLE 1
EXISTING DISPENSER BASE
NO SCALE
O
EXISTING EXISTING
ACKNOWLEDGEMENT VEEDER —ROOT
SWITCH AND CONSOLE
OVERFILL ALARM
EXISTING ESO
I
10 00 1
r 1 L-- - --- -J
10 00 1
10 00 1
o2'8 10 O° I .' _ EXISTING FIRE
0
4 — — -- — -- — "`' ''
y EXIINGUISHER
I
5.0
x EXISTING FIRE EXISTING ESO I 1 3
6
EXTINGUISHER J
Iff I
1
EXISTING ESO
1
o 7
po ® o o n o
I
VENT RISERS
T _
a--o — — — * — °
1 3 ®
1
x
1
I
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x
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KEY NOTES:
DEW OIMYEMY Da81M0 p01EMY
ITEM I DESCRIPTION
DISPENSER
FURN.
DISPENSER NOZZELS (900 SERIES)
FLINT STREET
ITEM PROV. INST.
NO: BY: BY:
OWNER
1 OWNER G.C. INSTALL NEW DISPENSER HOSE, NOZZEL, BREAKAWAY, AND
12
8701 VV
13
HEALY VACUUM PUMP SYSTEM COMPONENTS. REFER TO
ISD COMPONENTS
20 VAPOR FLOW METER
EQUIPMENT SCEDULE FOR ADDITIONAL INFORMATION.
Efl OWNER G.C. INSTALL NEW ISD PRESSURE SENSOR, ONLY AT THIS DISPENSER.
CABLE KIT: DIM MODULE
24 12 INPUT AC INPUT MODULE
REFER TO DETAIL 16/171.0.
El OWNER G.C. INSTALL NEW ISD VAPOR FLOWMETER AT EACH DISPENSER. REFER
OWNER G.C.
I.L
Z Q`
3: C/)
TO DETAIL 17/F1.0.
47 OWNER G.C. INSTALL NEW CLEAN AIR SEPARATOR, REFER TO DETAIL 6 /F1.0
G.C. 0
W C)
Z Z
Cif
VP1000H
FIELD VERIFY EXACT LOCATION.
G.C.
G.C. G.C. INSTALL (4) NEW 8" DIA. PROTECTIVE BARRIER POSTS ® 4' -0"
OWNER G.C.
MAX., REFER TO DETAIL 13/F1.0.
6
Y
G.C. G.C. INSTALL NEW 8" THICK CONCRETE SLAB W/ (7) #4 REBAR BOTH
WAYS AT 2,500 P.S.I. — 28 DAYS. COLOR STANDARD GREY.
G.C. G.C. CONSTRUCT NEW -0" HIGH CMU BLOCK ENCLO=PERCITY
G.C. J
a
LAKE ELSINORE BUILDING DEPARTMENT STANDARD
OWNER G.C.
BE PAINTED TO MATCH BUILDING (4 HR. RATED 2
El G.C. G.C. INSTALL NEW
G.C.
N -0" WIDE GATE. 3
ITEM I DESCRIPTION
DISPENSER
FURN.
DISPENSER NOZZELS (900 SERIES)
D VAPOR ASSIST BREAKAWAY
p8' 0" COAX DISPENSER HOSE
1' -0" COAX DISPENSER HOSE (PIGTAIL)
VAPOR AND ELECTRICAL INSTALL KIT
OWNER
DISPENSER MOUNTED VACUUM PUMP
VENT
11 VERTICLE CLEAN AIR SEPARATOR (C.A.S.)
12
8701 VV
13 PRESSURE VACUUM VENT VALVE
ISD COMPONENTS
20 VAPOR FLOW METER
21 VAPOR PRESSURE SENSOR
22 TS -EMS CONSOLE W/ DISPLAY AND PRINTER
23 CABLE KIT: DIM MODULE
24 12 INPUT AC INPUT MODULE
EQUIPMENT SCHEDULE
QTY. MANUFACTURER
6 1 HEALY
6 HEALY
6 HEALY
6 HEALY
3 HEALY
3 HEALY
1 1 HEALY
m MIS, NjRm
1 INCON
1 INCON
INCON
INCON
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SCALE 1 " - 20'
1. NO CONCRETE BREAKOUT REQUIRED. ............ : : :: : :::: .:: .
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MODEL NUMBER FURN. INST.
LJJ Z
m
OWNER G.C.
y
N
8701 VV OWNER
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IV w
I.V
Z Z Q
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758- 080 -S2S2 OWNER G.C. w _ V
Gi iv 6
75B- 010 -S4F2 OWNER G.C.
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MODEL NUMBER FURN. INST.
LJJ Z
900- EVR -FS OWNER G.C. o F-- Q
Lj
8701 VV OWNER G.C.
I.V
Z Z Q
758- 080 -S2S2 OWNER G.C. w _ V
75B- 010 -S4F2 OWNER G.C.
I.L
Z Q`
3: C/) Z070E & Z071V OWNER G.C. 0
W C)
Z Z
Cif
VP1000H OWNER G.C.
O
CD
J
W W
9961 OWNER G.C.
Y
Q
5885 OWNER G.C. J
a
TS -VFM OWNER G.C.
TS -VPS OWNER G.C.
RAWING NUMBER
TEMSDPI /V OWNER G.C.
Fl OTSP -TDCBL OWNER G.C.
TS -ACI OWNER G.C.
APPROVED
FOR PERMIT ISSUANCE COVER SHEET
SCOTT FAZEKAS & ASSOCIATES, INC.
BY __ _ _ DATE z =- L -` LCULATIONS
These plans i, een reviewred for adherence to the
applicable codes and ordinar,CF?. j ulhorizatlon is
hereby ;.;::anted to i, ue a bUilding 'FR'ANKL11N FUELING SYSTEMS
approval ",v all applicable City agenc,ias.
The issuance or granting of a permit sed on
approval of these plans shall not be cots AIR SEPARATOR
permit or approve any violation of the
codes or ordinance. I•ae ,,)w-mjt presumed to give
authority to violate or cancel the provisions of such
codes shall be valid.
CONCRETE FOUNDATION
CONTENTS:
1. C1 Calculation sheet
2. C2 Calculation sheet
3. Franklin Fueling Dwg. 9900 -9945H Mounting Slab Details
4. CA State Fire Marshal CODE INTERPRETATION 06 -124
By
James H. Ray ZVLpFESNO\
0 0 ES H. q `
Civil Engineer
9`
Santa Rosa, CA
NO. 4,518
n 3169
707 -480 -8115 `dig CIVIL
of cap
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12.S. C W v- v.yL!8W= > >2 Pow os; j ISMIC
Kzi k, kZ K3
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CAS VESSEL g
BY OTHERS
Toc
3/4' CHAMFER
r MAX—
UNSTABLE OR-
COMPACTED
MATERIAL PER
CEOTECHNICAL
REPORT.
R
I
I
I
J
DRW NO: 9900 -9945H
V -10 3 4' ' -2 1/r
b}---- — - — - --
1 1
t I I I
1 1 I I
I I t
I t
FINISH GRADE — — — --
OLR 0 4' E'
wLR
M BOLT P STNUi roc STEEL04' EwBEDwO1T w9L (4- PLACES).
QRD•'iT/(, (MEETS 10C-ES ACCEPTANCE CRITERIA PER ESR -1917 REPORT).
OR
aR OW.)
BASE PLAN
No. 2 .518
4 EACH WAY TIP. O 8' O.C. Eo 2 -3/ _ D 9
SECTION Q CAS SLAB
CRITERIA
SOIL BEARING 1000 psi
BASIC WIND SPEED 100mph
SEISMIC S' =2g
Sn =ig
MIN. CONCRETE COMP STRENGTH, f, = 2500 psi
MIN. REINF. YIELD STRENGTH, fy = 40000 psi
The Information disclosed hereon
MAT REAL
Includes proprietary rights of Franklin
Fueling Systems, Inc. Neither this
drawing nor the information disclosed
thereon may be reproduced or DO NOT SCALE DRAWING
transferred to other documents, or
STANDARD INCH TOLERANCESusedordisclosedtoothersforany
purpose, except as specifically (UNLESS OTHERWISE SPECIFlED)
authorized In writing by Franklin
Fueling Systems. This drawing must SPECIAL DIST: be returned to Franklin Fueling
Systems upon request
CIVIL
N41E
e5/8'
ICC -ES ACCEPTANCE IS NOT
A, C OF CAD
0 4' T MIN.
m,
5/8" % 8' MITI WINK BOLT ] O 4" EMBEDMENT MW.
CAN BE USED (PER ESR -1385 REPORT. ISSUED 09/01/04).
5 ADDED CAS D(MEN9oNS, REVISED CRITERIA LIST —
T
Me 1/02/08
4 KB—TZ SS WAS K83, ESR -1917 WAS ESR -1385, ADDED NOTE 1 —
TF
M9 2/21/07
REV DESCRIPTION ECN NO BY DATE
Franklin Fueling Systems.,
Madison, W 53718
AX t .02 TITLE:
W ±.005 CLEAN AIR SEPARATOR HORIZONTAL MOUNTING SLAB DETAILS
ANGULAR, t 1/2* DRAWN:
TF
APPRVL•
MDB
DATE:
05/22/07
DATE:
06/05/07
DRW NO:
9900-99451
SUfFlX:
H
ISCALE. 3/4 " =1 SHEET 1 OF 1
California State Fire Marshal
CODE INTERPRETATION
Date Issued July 27, 2007 Interpretation 06 -124
Topic Healy Clean Air Separator (CAS) Tank as a "Vapor
Processing Unit'
Code Section(s) CFC 5202.13.3.9
Requested by Don Foster
Gettler -Ryan Inc.
1364 N. McDowell Blvd, Suite B2
Petaluma, CA 95954
The California State Fire Marshal has accepted the UL certification of the
Healy Clean Air Separator (CAS) Tank as a "Vapor Processing Unit ". 2001
CFC Section 5202.13.3.9 indicates that the vent termination from vapor
processing units shall be not less than 8 feet above the processing unit
itself.
All of the Healy Installation materials and the California Air Resources
Board Executive Order VR -202 A exhibits indicate that the underground
storage tank pressure vacuum vent valve termination need only be located
12 feet above grade. No reference is made to the 8 foot separation
requirement.
We have two Questions for your consideration and interpretation:
1. Does the UST pressure vacuum vent valve need to be located 8 feet
above the CAS Tank as indicated on the attached Detail 1?
No. The design of the CAS is such that all vapors from the UST are completely
trapped within the "bladder" contained in the CAS. The vent coming from the
CAS is to vent the interstitial space between the bladder and the outside wall of
the CAS. (See footnote below)
2. Is the Healy CAS Air Breather Assembly considered an underground
tank vent in the context of NEC Article 514, Group D, Division 1 and 2
Hazardous Locations?
As described in the above, the UST is "vented" to the bladder contained within
the CAS and by design, no vapors are emitted to atmosphere. (See footnote
below)
Foot note: The intent of this footnote is for reference only and to provide clarification. It is
not the intent of the State Fire Marshal to endorse any one specific product, device or
methodology.
Description of Operation of the Healy Clean Air SeparatorTA°:
The Healy Systems, Inc., Model 9961 Healy Clean Air Separator'rm is a stand - alone, completely
mechanical device that assists in controlling the gasoline vapor emissions from a gasoline
dispensing facility. It consists of a 400 - gallon storage vessel with integral bladder and associated
valving. It is connected to the ullage space of the GDF storage tanks via the venting system of the
under ground storage tanks. During normal operation of the GDF, with today's concentration of
ORVR vehicles approximating 20 %, the storage tank ullage space will usually operate in the "0"
to negative (up to 8" WC PN cracking pressure) pressure range. During" closed" periods of the
GDF, the ullage pressure will usually begin to increase due to vapor growth inherent in the
process of introducing air into the UST's. If the pressure goes slightly above atmospheric the
vapor from the UST's will flow into the internal bladder. Conversely, when ORVR refueling begins
and the UST pressure falls below atmospheric, the vapor internal to the bladder will be drawn
back into the UST until the bladder is fully collapsed waiting for the next cycle.
The Clean Air SeparatorTm in over two and one half years (installed late September of 2002) of
being in operation at our C.A.R.B. test site in Sacramento has been evaluated repeatedly to see if
there is any liquid condensation in either the bladder or the space between the inner wall of the
vessel and outer wall of the bladder. To date there has been no liquid found in either area.
Downs Energy - Lake Elsinore
Thu Feb 05 15:44:14 PST 2009
Conterminous 48 States
2003 NEHRP Seismic Design Provisions
Latitude = 33.67547
Longitude = - 117.326208
Spectral Response Accelerations Ss and S1
Ss and S1 = Mapped Spectral Acceleration Values
Site Class B - Fa = 1.0 ,Fv = 1.0
Data are based on a 0.01 deg grid spacing
Period Sa
sec) (g)
0.2 1.600 (Ss, Site Class B)
1.0 0.600 (S1, Site Class B)
Conterminous 48 States
2003 NEHRP Seismic Design Provisions
Latitude = 33.67547
Longitude = - 117.326208
Spectral Response Accelerations SMs and SM1
SMs = Fa x Ss and SM1 = Fv x S1
Site Class D - Fa = 1.0 ,Fv = 1.5
Period Sa
sec) (g)
0.2 1.600 (SMs, Site Class D)
1.0 0.900 (SM1, Site Class D)
Conterminous 48 States
2003 NEHRP Seismic Design Provisions
Latitude = 33.67547
Longitude = - 117.326208
Design Spectral Response Accelerations SDs and SD1
SDs = 2/3 x SMs and SD1 = 2/3 x SM1
Site Class D - Fa = 1.0 ,Fv = 1.5
Period Sa
sec) (g)
0.2 1.067 (SDs, Site Class D)
1.0 0.600 (SD1, Site Class D)
CITY OF LAKE ELSINORE
CONDITIONS OF APPROVAL
PROJECT NAME: COMMERCIAL DESIGN REVIEW; FOR THE
INSTALLATION OF AN "EVR" PHASE II
FUEL SYSTEM UPGRADE AND
INSTALLATION OF A "HEALY" CLEAN AIR
SEPARATOR TANK, LOCATED AT 501 N.
SPRING STREET (APN: 377 - 241 -004)
PLANNING
General Conditions
1. The applicant shall defend (with counsel acceptable to the City),
indemnify, and hold harmless the City, its Officials, Officers, Employees,
and Agents from any claim, action, or proceeding against the City, its
Officials, Officers, Employees or Agents to attach, set aside, void, or
annul an approval of the City, its advisory agencies, appeal boards, or
legislative body concerning the Commercial Design Review project
attached hereto.
2. The applicant shall place a weatherproof 3' x 3' sign at the entrance to
the project site identifying the approved days and hours of construction
activity and a statement that complaints regarding the operation can be
lodged with the City of Lake Elsinore Code Enforcement Division at
951) 674 -3124.
3. All Conditions of Approval shall be reproduced upon page one of
building plans submitted to the Building and Safety Division for Plan
Check.
4. Prior to issuance of any grading or building permits, the applicant shall
sign and complete an "Acknowledgement of Conditions," and shall
return the executed original to the Community Development Department
for inclusion in the case records.
5. Construction generated dust and erosion shall be mitigated in accordance
with the provisions of Municipal Code, Chapter 15.72 and using accepted
control techniques. Interim erosion control measures shall be provided
thirty (30) days after the site's rough grading, as approved by the City
Engineer.
6. The Applicant shall comply with the City's Noise Ordinance.
Construction activity shall be limited to the hours of 7:00 AM to 5:00
PM, Monday through Friday, and no construction activity shall occur on
Saturdays, Sundays or legal holidays.
7. The proposed .location of any onsite construction trailers shall be
approved by the Director of Community Development or Designee. A
cash bond of $1,000.00 shall be required for any construction trailers
placed on the site and used during construction. Bonds will be released
after removal of trailers and restoration of the site to an acceptable state,
subject to the approval of the Director of Community Development or
designee.
8. Established vine pockets or other types of landscaping shall be provided
for the exterior walls of the enclosure. This area shall be irrigated and
maintained in good condition. Final landscaping materials shall be
approved by the Community Development Director prior to installation.
The applicant shall comply with all applicable City codes and ordinances
9. All planters and landscaping areas shall be maintained in good condition
at all times. Any dead plants or missing landscaping shall be replaced.
10. Any graffiti on the property shall be removed within 72 hours.
11. All sections of the enclosure, including doors, shall be kept in good
condition at all times. Any portion of damaged wall or doors shall be
promptly replaced/repaired.
12.Permits /approvals from other agencies, including but not limited to,
Southern California Edison, The Gas Company, Air Quality Management
District, and the Water Quality Control Board, shall be obtained prior to
final building permits being issued.
I
Commercial Design Review
13.Approval for Commercial Design Review will lapse and be void unless
building permits are issued within one (1) year following the date of
approval.
14.Any alteration or expansion of a project for which there has been an
approval as well as all applications for modification or other change in
the conditions of approval of a "Design Review" shall be reviewed
according to the provisions of Chapter 17.82 in a similar manner as a new
application.
15.No structure which has received a "Design Review" or "Minor Design
Review" approval shall be occupied or used in any manner or receive a
Certificate of Occupancy until the Director of Community Development
has determined that all Conditions of Approval have been complied with.
16.All site improvements approved with this request shall be constructed as
indicated on the approved site plan and elevations. Revisions to approved
site plans or building elevations shall be subject to the review of the
Director of Community Development.
17.Materials and colors depicted on the plans and materials board shall be
used unless approved by the Director of Community Development or
designee. The color of the oxidizer stack shall match that of the block
enclosure.
ENGINEERING DIVISION
Engineering Conditions pending.
FOOTING OPTION "A"
6' MAX
FINISH GRADE
RETAINED
EARTH
2` MAX
3" MAX
16"
4"
r
4 HORIZONTAL REBAR
USE BOND BEAM BLOCK)
4 VERTICAL REBAR AT 24"
MAX. SPACING
REBAR IN CENTER OF CELL)
4 HORIZONTAL REBAR CONTINUOUS
AT 32" MAX- ABOVE TOP OF RETAINING WALL
USE BOND BEAM BLOCK)
NOWRETAINING PORTION OF WALL
8" BLOCK
GROUTON Y 1 WITHR BAR)
2)- #4 HORIZONTAL REBARS
ATTOP OF-RETAINING WALL
USE BOND BEAM BLOCK)
RETAINING PORTION OF WALL
B BLOCK
SOLID GROUT ALL CELLS)
OMIT HEAD JOINTS
FOR DRAINAGE —
FIRST COURSE ONLY)
3) - #4 HORIZONTAL REBARS
4"
12`
4 REBAR
AT 24" SPACING
WITH 6" MIN. HOOKS AT ENDS FOR OPTION "B ")
THE FOL OWING INSPECTIONS ARE REQUIRED:
1) FOOTING; EXCAVATION TRENCH CLEAN WITH STEEL IN' PLACE AND SUPPORTED
3" ABOVE AND AWAY FROM THE SURROUNDING EARTH /DIRT.
2) REBAR /PRE - GROUT; BOND BEAM REBAR AND VERTICAL REBAR IN PLACE -
INSPECTION PRIOR TO PLACING GROUT.
3) IFNAL; AFTER GROUT IS PLACED - PRIOR TO ANY DECORATIVE CAP PLACEMENT.
NOTES:
1) FENCE HEIGHTS ARE REGULATED — CONSULT ZONING REGULATIONS
BEFORE BEGINNING CONSTRUCTION.
2) NO WATER COURSE OR NATURAL DRAINAGE SHALL BE
OBSTRUCTED.
3) ALL REBAR TO BE ASTM SPEC. A615. GRADE 40 MINIMUM.
4) ALL REBAR LAP SPLICES TO BE 24" MINIMUM.
5) ALL MASONRY UNITS TO BE ASTM C -90 GRADE N. WESTERN REV
6) NOT DESIGNEb FOR SURCHARGE LOADS 'FROM,
VEHICLES OR STRUCTURES.
DISCLAIMER:
CITY or
LFaU ejLslnon
ALTERNATE DESIGNS MAY BE POSSIBLE p V40 DKIIAM tXrAXMt•
WHEN PROVIDED WITH AN . ENGINEERED:
ANALYSIS -. USE OF THIS STANDARD DESIGN
IS AT THE USER'S RISK AND CARRIES NO
IMPLIED. OR INFERRED GUARANTEE AGAINST I 951)674.3124
FAILURE OR DEFECTS; .. I EXT #224
FOOTING OPTION ".B"
EARTH"
6' MAX
2' MAX
4"
I.I 12"
ALL FOOTINGS ADJACENT TO
SLOPES TO BE AT LEAST 5' TO
DAYLIGHT AS SHOWN BELOW.
S
o
BOTTOM AF
OF
FOOTING
SEE PAGE 2 FOR ADDITIONAL INFORMATION'
CouNTr CODt
C[TY or I
3U[LDfmG DEPARTM'ENl
BLOCK WALL
AToP 2r RETAINING WALL.
130 S. MAIN ST.
COMBOFw,u.Vso I: - PAGE I OF2