FNCUW2022-0001ADDITIONAL SITES
CHRONOLOGY
CONTACTS
NAME TYPE NAME ADDRESS1 CITY STATE ZIP PHONE FAX EMAIL
APPLICANT JUDY LEE 555 WEST 5TH STREET,
35TH FLOOR
LOS ANGELES CA 90013 (909)721-1636 JUDY@LATIERRACONS
ULTING.COM
BILL TO Judy Lee 2549 Eastbluff Drive,
Unit 384
Newport Beach CA 92660 (909)721-1636 judy@latierraconsultin
g.com
CONTRACTOR NEAR-CAL CORP 512 CHANEY STREET LAKE ELSINORE CA 92530 (909)721-1636 davida@nearcal.com
OWNER EXTRA SPACE PROP 126 PO BOX 800729 DALLAS TX 75380 (909)721-1636
CHRONOLOGY TYPE STAFF NAME ACTION DATE COMPLETION DATE NOTES
E-MAIL AARON HICKSON 3/1/2022 3/1/2022 REQUESTED HYDRAUILIC CALCS AND SPECS.
CONDITIONS
Description: Underground service for RV carport.
Type: FIRE NEW COMMERCIAL
UNDERGROUND WATER (WEB)
Subtype: Status: FINALED Applied: 2/24/2022 EPRS
Parcel No: 600390011 Site Address: 79120 CORPORATE CENTER DR LA QUINTA,CA 92253 Approved: 3/2/2022 KHET
Subdivision: PM 29351 Block: Lot: 1 Issued: 3/2/2022 JLIM
Lot Sq Ft: 0 Building Sq Ft: 0 Zoning: Finaled: 5/2/2022 KHET
Valuation: $125,000.00 Occupancy Type: Construction Type: Expired:
No. Buildings: 0 No. Stories: 0 No. Unites: 0
Details: See related permit BCOM2021-0103.
FINANCIAL INFORMATION
Printed: Friday, March 03, 2023 3:49:53 PM 1 of 3
Permit Details
City of La Quinta
PERMIT NUMBER
FNCUW2022-0001
INSPECTIONS
SEQID INSPECTION TYPE INSPECTOR SCHEDULED
DATE
COMPLETED
DATE
RESULT REMARKS NOTES
THRUST BLOCK PRE-POUR KHET 4/27/2022 4/27/2022 APPROVED
UG HYDRO KHET 5/2/2022 5/2/2022 APPROVED
UG ROUGH PIPING KHET 5/2/2022 5/2/2022 APPROVED
FLUSH KHET 5/2/2022 5/2/2022 APPROVED
FIRE FINAL**KHET 5/2/2022 5/2/2022 APPROVED
REVIEWS
RETURNED
PARENT PROJECTS
DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT #CHECK #METHOD PAID BY CLTD
BY
FIRE NEW
COMMERCIAL -
UNDERGROUND
WATER
101-0000-42421 0 $334.00 $334.00 3/2/22 WEB10892 635729544
08 CREDIT JUDY LEE EPRS
FIRE NEW
COMMERCIAL -
UNDERGROUND
WATER PC
101-0000-42420 0 $167.00 $167.00 3/2/22 WEB10892 635729544
08 CREDIT JUDY LEE EPRS
Total Paid for FIRE FEES: $501.00 $501.00
RECORDS
MANAGEMENT FEE 101-0000-42416 0 $11.00 $11.00 3/2/22 WEB10892 635729544
08 CREDIT JUDY LEE EPRS
Total Paid for RECORDS MANAGEMENT FEE: $11.00 $11.00
TECHNOLOGY
ENHANCEMENT FEE 502-0000-43611 0 $5.00 $5.00 3/2/22 WEB10892 635729544
08 CREDIT JUDY LEE EPRS
Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00 $5.00
TOTALS:$517.00 $517.00
Printed: Friday, March 03, 2023 3:49:53 PM 2 of 3
Permit Details
City of La Quinta
PERMIT NUMBER
FNCUW2022-0001
ATTACHMENTS
Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED
DOC 2/24/2022 Etrakit Public
Registration
1st SUBMITTAL -
UNDERGOUND SERVICE
PLANS
2022-01-22 - Utility Plan
v1.pdf 1
DOC 3/2/2022 KOHL HETRICK 1ST SUBMITTAL - ALL
CUT SHEETS_1.pdf
1ST SUBMITTAL - ALL
CUT SHEETS_1.pdf 1
DOC 3/2/2022 KOHL HETRICK FNCUW2022-0001 -
APPROVED PLANS.pdf
FNCUW2022-0001 -
APPROVED
PLANS_1.pdf
1
DOC 3/2/2022 KOHL HETRICK FNCUW2022-0001 - COA
AND JOB CARD.pdf
FNCUW2022-0001 - COA
AND JOB CARD.pdf 1
BOND INFORMATION
REVIEW TYPE REVIEWER SENT DATE DUE DATE DATE STATUS REMARKS NOTES
1ST PERMIT TECH (1
DAY)
PERMIT TECH
BUCKET 2/24/2022 2/25/2022 3/1/2022 COMPLETE
1ST FIRE (2 WK)KOHL
HETRICK 2/24/2022 3/10/2022 3/2/2022 APPROVED SEE ATTACHMENTS
Printed: Friday, March 03, 2023 3:49:53 PM 3 of 3
Permit Details
City of La Quinta
PERMIT NUMBER
FNCUW2022-0001
La Quinta Office of the Fire MarshalFire Safety Specialist Kohl Hetrick - 760-777-7074 / kohl.hetrick@fire.ca.gov
STRAND ENGINEERING, INC.1001 Avenida Pico, Ste. C-121, San Clemente, CA 92673 (949) 431-0610C:\Users\stran\OneDrive\Projects\1012 Extra Space 1561 La Quinta\Engineering\ConDocs\Sheet-Files\1012-DT.dwg, DETAILS, Aug 16, 2021 4:29pm, stranKnow what'sbelow.before you dig.CallREXTRA SPACE STORAGE2795 EAST COTTONWOOD PARKWAYSUITE 400SALT LAKE CITY, UT 84121CONC. VALLEY GUTTER4"
MIN 12" MIN
34" CRUSHED, WASHEDROCK.BACKFILL ZONE SHALLBE COMPACTED TO AMINIMUM 90%COMPACTION.NON-WOVENGEOTEXTILE FABRIC,OVERLAP 12"24" PERFORATEDHDPE3'6" P.C.C.4" CLASS II A.B. COMPACTED TO95% RELATIVE DENSITYSCARIFY 12" AND COMPACT TO90% RELATIVE DENSITY2-#4 BARS1" TO 3'1.5'BVALLEY GUTTERN.T.S.3" AC4" CLASS II A.B. COMPACTED TOMIN. 95% RELATIVE DENSITY12" COMPACTED SUBGRADE TOMIN. 90% RELATIVE DENSITYCAC PAVEMENT SECTIONN.T.S.AREM TR14CR(32) FILTER W/ MEDIAN.T.S.FDRYWELLN.T.S.DINFILTRATION TRENCHN.T.S.4" DOWNSPOUT PER ARCHITECTURAL6" PVC DRAINCONNECT TO STORMDRAIN1% MIN90° ELBOWEDOWNSPOUT CONNECTIONN.T.S.12" DIA PERFORATED PVC PIPE3/4" CRUSHED WASHED ROCK30"24"8"X12" PVC REDUCERPCC COLLAR, 560-C-3250BINGHAM & TAYLORCLEANOUT BOX NO. 76218" PVC PIPE6"PVC COND DRAINLINE FROM BUILDINGSEE PLANS FOR SIZELINE DRYWELL W/ MIRIFI 140N24"DETAILSFINISH SURFACE45° BENDNOTES:1.CHIMNEY SIZE AND CONNECTIONS SHALLBE 8".2.PIPE AND FITTINGS SHALL BE PVC3.BEDDING AND BACKFILL SHALL BE THESAME AS FOR STORM DRAIN MAIN.PROPOSED STORM DRAINVARIES
VARIES
45° WYEGSTORM DRAIN CLEAN OUTN.T.S.BINGHAM & TAYLORCLEANOUT BOX NO. 7621PCC COLLAR, 560-C-32508" PVC PIPEA
A
SECTION A-APLAN24" MIN
12" MIN42" MINPCC, 560-C-3200JTHRUST BLOCKSN.T.S.UNDISTURBED SOILSHORING AND BRACING OF TRENCH IS THERESPONSIBILITY OF THE CONTRACTOR ANDSHALL BE IN COMPLIANCE WITH ALLAPPLICABLE CALIFORNIA SAFETY LAWSAC PAVEMENT SEEDETAIL THIS SHEET12" COMPACTED SUBGRADE TOMIN. 90% RELATIVE DENSITYFILL SAND OR PEAGRAVEL3' MINNOTE:TRENCH BACKFILL SHALL MEET REQUIREMENTS OF NFPA 24: 10.9.1 AS AMENDED BY CA FIRE CODE.BACKFILL SHALL BE WELL TAMPED IN LAYERS OR PUDDLE UNDER AND AROUND PIPES TO PREVENTSETTLEMENT OR LATERAL MOVEMENT. BACKFILL SHALL CONSIST OF CLEAN FILL SAND OR PEA GRAVELTO A MINIMUM 6" BELOW AND TO A MINIMUM 12" ABOVE PIPE AND SHALL CONTAIN NO ASHES,CINDERS, REFUSE, ORGANIC MATTER, OR OTHER CORROSIVE MATERIALS. OTHER BACKFILL MATERIALSAND METHODS ARE PERMITTED WHERE DESIGNED BY A REGISTERED PROFESSIONAL ENGINEER ANDAPPROVED BY THE ENFORCING AGENCY.HTRENCH DETAILN.T.S.PAINT WITH TWO COATS FIRE ENGINE REDTWO 3" BANDS OF REFLECTIVE WHITE TAPEKBOLLARDN.T.S.PCC, 560-C-320012"30"
6"THRUST BLOCK, SEE DETAILTHIS SHEETCLOW 860 HYDRANTCLOW LP619 BREAK-OFFCHECK VALVECHRISTY G8 TRAFFIC VALVE BOX.CAST IRON COVER & RIMINSCRIBED "FIRE"6" GATE VALVE WITHFLANGE & R.T. FITTINGSTHRUST BLOCK, SEE DETAILTHIS SHEET6" POLY WRAPPED DIP11"8"PCC, 560-C-3200TYPE C BLUE REFLT. MARKERCEMENT W/ HOTMELT BITUMEN ADHESIVEIFIRE HYDRANTN.T.S.TEE W/ 6" FLANGE & R.T.FITTINGS12" PVC SDR35 RISERLFIRE RISERN.T.S.SYSTEM RISERSEE FIRE SPRINKLERPLANS FOR DETAILS4" DIP CLASS 150POLY WRAPPEDJOINT RESTRAINTPAVEMENTDIP FLANGE AND SPIGOTPIECE, POLY WRAPBELOW GRADEFOOTINGCALCULATIONS:SANDY SILT (3,000 PSI)WORKING PRESSURE 150 PSI, SF 1.5MIN HORIZONTAL BEARING AREA FOR 8" MAIN (90°) 6.8 SFPER THRUST BLOCK SPREADSHEET10' MINIMUM12"6"2-BOLLARDS PERDETAIL K THISSHEET3' MIN
Near-Cal Corp.
512 Chaney Street
Lake Elsinore, California 92530
P: (951) 245-5400
Project: 2108 ESS LA QUINTA - 1561
46600 ADAMS ST
LA QUINTA, California 92253
Submittal #6.0 - ESS LA QUINTA - 6-02500-0 UNDER GROUND UTILITIES
SUBMITTAL
Revision 0 Submittal Manager Marilyn Jarvis (Near-Cal Corp.)
Status Open Date Created Sep 8, 2021
Issue Date Sep 8, 2021 Spec Section
Responsible
Contractor
INLAND VALLEY PIPELINE, INC.Received From JAIME BAHR (INLAND VALLEY PIPELINE, INC.)
Received Date Sep 8, 2021 Submit By Sep 9, 2021
Final Due Date Sep 23, 2021 Lead Time
Cost Code
Location Type Product Information
Approvers Marilyn Jarvis (Near-Cal Corp.), JEFF GOODMAN (JAMES GOODMAN ARCHITECTURE)
Ball in Court JEFF GOODMAN (JAMES GOODMAN ARCHITECTURE)
Distribution Kevin Tait (Near-Cal Corp.), Rick Rodriguez (NEAR-CAL CORP), JAMES GOODMAN (JAMES GOODMAN ARCHITECTURE),
MARK GLASMIRE (EXTRA SPACE STORAGE)
Description
Submittal Workflow
Name Sent Date Due Date Returned Date Response Attachments
General Information
Attachments
EXTRA SPACE SUBS.pdf
JAIME BAHR Sep 8, 2021 Sep 9, 2021 Sep 8, 2021 Submitted EXTRA SPACE SUBS.pdf
Marilyn Jarvis Sep 8, 2021 Sep 16, 2021 Sep 8, 2021 Approved EXTRA SPACE SUBS.pdf (Current)
JEFF GOODMAN Sep 8, 2021 Sep 23, 2021 Pending
Near-Cal Corp.Page 1 of 1 Printed On: Sep 9, 2021 09:49 AM PDT
CONTACT JAIME BAHR
PROJECT EXTRA SPACE
LOCATION EXTRA SPACE
- -
AGENCY
START DATE
BOOK DATE 08/30/2021
PREPARED BY ALEX DENNIS
TABLE OF CONTENTS
8in CL350 Ductile Iron Tyton-Joint Pipe CML with Gasket
DI C153 8in MJ 45 Bend
MJ Restraints with Accessories DI Pipe - Star
FIRE HYDRANT
DI C153 8x6in MJxFLG Tee
6in Mueller A-2362-19 E381 MJxFLG RW Gate Valve OL NDZ Stem 316 BN
6X48 DI 6-Hole PO Hydrant Bury CL with Gasket
6X24 DI 6-Hole Hydrant Extension Solid Without Groove CL
ITP 6H Hydrant Break-Off Bolt & Nut Set A307 Zinc Plated Silicone Filled
ITP Non-Asbestos NSF61 Ring Gasket 16th Inch Thick
Clow LBI 400A 6 Break-Off Check Valve 6-Hole Low Lead
STORM DRAIN
WT PIPE
Prinsco Goldflo HDPE Fittings
Harco pvc_drain_basin_detail_sheet
2019-001 HARCO DEBRIS BAG DETAIL Layout1
PHONE (909) 597-7000
FAX (909) 597-7050
SUBMITTAL DATA
MATERIALS 8in CL350 Ductile Iron Tyton-Joint Pipe CML with Gasket
PROJECT EXTRA SPACE
AGENCY
SPEC SECTION
COMMENT
PREPARED BY WESTERN WATER WORKS SUPPLY CO.
Smooth Running Jobs
Ductile Iron Pipe
ANSI/AWWA STANDARDS:
PRESSURE CLASS 350 TYTON-JOINT® PIPE
ANSI/AWWA C151/A21.5, Ductile Iron Pipe, Centrifugally Cast for Water.
Ductile Iron Tyton Joint Pipe is centrifugally cast in metal molds in accordance with ANSI/
AWWA C151/A21.5.
The asphaltic outside coating is in accordance with ANSI/AWWA C151/A21.51.
ANSI/AWWA C111/A21.11 Standard for Rubber-Gasket Joints for Ductile Iron Pressure Pipe.The standard rubber
compound is SBR – Styrene Butadiene Rubber. This material has a maximum service temperature rating of 150°F and is used as
the predominant gasket material for Drinking Water, Sea Water, Sanitary Sewer, Reclaimed Water, Raw Water, & Storm Water.
ANSI/AWWA C104/A21.4, Cement-Mortar Lining for Ductile-Iron Pipe and Fittings for Water.
The cement-mortar lining and inside coating are in accordance with ANSI/AWWA C104/ A21.4. Special linings and/or coatings
can be furnished for specific conditions.
ANSI/AWWA C111/A21.11, Rubber-Gasket Joints for Ductile-Iron Pressure Pipe and Fittings.
Tyton Gaskets are furnished in accordance with ANSI/AWWA C111/A21.11.
ANSI/AWWA C105/A21.5, Polyethylene Encasement for Ductile Iron Pipe Systems.
If specifiers and users believe that corrosive soils will be encountered where our products are to be installed, please refer to ANSI/
AWWA C105/A21.5, for proper external protection procedures.
ASTM A536 "Standard Specification for Ductile Iron Castings."
Tyton joint pipe is NSF/ANSI 61 Certified for drinking water system components.
MADE IN U.S.A.
PHONE (909) 597-7000
FAX (909) 597-7050
SUBMITTAL DATA
MATERIALS DI C153 8in MJ 45 Bend
PROJECT EXTRA SPACE
AGENCY
SPEC SECTION
COMMENT
PREPARED BY WESTERN WATER WORKS SUPPLY CO.
IMPORT DUCTILE IRON MJ COMPACT FITTINGS
ANSI/AWWA C153/A21.53
Ductile Iron per ASTM A536.
*Flanged fittings rated at 250 psi. Mechanical joints 2” – 24” rated at 350 psi and 30” – 48” at 250 psi.
*Note: With rubber annular ring flange gasket, 2” – 24” Flanged fittings can be rated at 350 psi.
In accordance with ANSI/AWWA C153/A21.53 and UL Requirement.
In accordance with ANSI/AWWA C153/A21.53. Fittings not listed in ANSI/AWWA have dimensions per
as noted in Catalog.
Do not include Accessories, Cement Lining and Coatings.
Flanged ends on Fittings match ANSI/AWWA C115/A21.15 and ANSI B16.1 CLASS 125 Flanges.
In accordance with ANSI/AWWA C104/A21.4.
Asphaltic Seal Coat inside and out in accordance with ANSI/AWWA C104/A21.4 ANSI/AWWA C111/
A21.11. Compounded for water and sewer, NSF 61 Certified.
Low Alloy Steel in accordance with ANSI/AWWA C111/A21.11.
3”- 24” Underwriters Laboratories Listed and UL/NSF 61.
MATERIAL :
PRESSURE :
TESTING :
LAYING LENGTH :
GENERAL SPECIFICATIONS
Smooth Running Jobs
WEIGHTS :
FLANGES :
CEMENT LINING :
COATING :
GASKETS :
T-BOLTS/NUTS :
APPROVALS :
PHONE (909) 597-7000
FAX (909) 597-7050
SUBMITTAL DATA
MATERIALS MJ Restraints with Accessories DI Pipe - Star
PROJECT EXTRA SPACE
AGENCY
SPEC SECTION
COMMENT
PREPARED BY WESTERN WATER WORKS SUPPLY CO.
RESTRAINTS
Stargrip® Mechanical Joint Wedge Action Restraint for DI Pipe
Smooth Running Jobs
Visit: www.starpipeproducts.com for more information
Product Features
• Gland is made from high strength Ductile Iron per ASTM A536, Grade 65-45-12 and is compatible with all
Mechanical Joints conforming to ANSI/AWWA C111/A21.11.
•A standard MJ gasket is used with this fitting. Meets ANSI/AWWA C111/A21.11 for gasket specs.
•3/4” UNC T-bolts, heavy hex nuts, high strength, low alloy steel per AWWA C111.
• The Wedge Assembly is designed with a Break-Off Torque Control Head, ensuring proper installation.
• The Stargrip® offers a full 5° deflection through 12" size, 3° on 14"-24", 2° on 30"-36" and 1° on 42"-48".
• Minimum safety factor of 2:1
• Stargrip® sizes 3"-36" are listed with Underwriters Laboratories Inc. and sizes 3"-12" are approved by Factory
Mutual Research.
• The Wedges are heat treated to a minimum of 370 BHN.
• The Wedge Assembly is designed to fit specific pipe sizes.
• Stargrip® eliminates tie rods and thrust blocks.
• Standard gland color is Black.
• Stargrip® may also be used on steel pipe* up to 12" (*transition gasket required on 12" and under). For 14" and
larger steel applications, contact Star Pipe.
STARGRIP for DUCTILE IRON PIPE ACCESSORY PACK
(Stargrip, Gasket, Bolts and Nuts)
FIRE HYDRANT
PHONE (909) 597-7000
FAX (909) 597-7050
SUBMITTAL DATA
MATERIALS DI C153 8x6in MJxFLG Tee
PROJECT EXTRA SPACE
AGENCY
SPEC SECTION
COMMENT
PREPARED BY WESTERN WATER WORKS SUPPLY CO.
IMPORT DUCTILE IRON MJ COMPACT FITTINGS
ANSI/AWWA C153/A21.53
Ductile Iron per ASTM A536.
*Flanged fittings rated at 250 psi. Mechanical joints 2” – 24” rated at 350 psi and 30” – 48” at 250 psi.
*Note: With rubber annular ring flange gasket, 2” – 24” Flanged fittings can be rated at 350 psi.
In accordance with ANSI/AWWA C153/A21.53 and UL Requirement.
In accordance with ANSI/AWWA C153/A21.53. Fittings not listed in ANSI/AWWA have dimensions per
as noted in Catalog.
Do not include Accessories, Cement Lining and Coatings.
Flanged ends on Fittings match ANSI/AWWA C115/A21.15 and ANSI B16.1 CLASS 125 Flanges.
In accordance with ANSI/AWWA C104/A21.4.
Asphaltic Seal Coat inside and out in accordance with ANSI/AWWA C104/A21.4 ANSI/AWWA C111/
A21.11. Compounded for water and sewer, NSF 61 Certified.
Low Alloy Steel in accordance with ANSI/AWWA C111/A21.11.
3”- 24” Underwriters Laboratories Listed and UL/NSF 61.
MATERIAL :
PRESSURE :
TESTING :
LAYING LENGTH :
GENERAL SPECIFICATIONS
Smooth Running Jobs
WEIGHTS :
FLANGES :
CEMENT LINING :
COATING :
GASKETS :
T-BOLTS/NUTS :
APPROVALS :
PHONE (909) 597-7000
FAX (909) 597-7050
SUBMITTAL DATA
MATERIALS 6in Mueller A-2362-19 E381 MJxFLG RW Gate Valve OL NDZ
Stem 316 BN
PROJECT EXTRA SPACE
AGENCY
SPEC SECTION
COMMENT
PREPARED BY WESTERN WATER WORKS SUPPLY CO.
GATE VALVES
3"-12" A-2362 RW GATE VALVES MJ X FLG
This information is based on the best data available at the date printed above. Please check with www.muellercompany.com for any updates or changes.
6" MJ x FLG RW GATE
VALVE OPEN LEFT
NDZ STEM T316 SS
HARDWARE
Smooth Running Jobs
SPECIFICATIONS:
Meets or exceeds all applicable requirements of ANSI/AWWA C509 and C515, UL
Listed, FM Approved, and certified to ANSI/NSF 61 & 372.
Standard Mechanical Joint ends comply with ANSI/AWWA C111
Flanged Ends (2” thru 12”) with flange drilling complying to ANSI B16.1 Class 125
Ductile Iron body with nominal 10 mils MUELLER® Pro-Gard® Fusion Epoxy
Coated interior and exterior surfaces
Epoxy coating meets or exceeds all applicable requirements of ANSI/AWWA C550
Standard and is certified to ANSI/NSF Standard 61
Ductile Iron wedge, symmetrical & fully encapsulated with molded *EPDM Rubber;
no exposed iron
Stem non-rising (NRS) Manganese **Bronze, ASTM B138 Alloy C67600
Triple O-ring seal stuffing box (2 upper & 1 lower O-rings) with fourth o-ring serving
as dirt seal *EPDM Rubber
2" square wrench nut-open left
*Bolts & Nuts for stuffing box and bonnet Type 316 Stainless Steel
350 psig (2400 kPa/24 barg) maximum working pressure,
700 psig (4800 kPa/48 barg) static test pressure
UL Listed, FM Approved: 350 psig (2400 kPa/24 barg)
Mueller valves are designed for potable water application
**Bronze components meet current lead-free requirements
A-2362-19 *E381
MANUFACTURED IN
THE U.S.A.
PHONE (909) 597-7000
FAX (909) 597-7050
SUBMITTAL DATA
MATERIALS 6X48 DI 6-Hole PO Hydrant Bury CL with Gasket
PROJECT EXTRA SPACE
AGENCY
SPEC SECTION
COMMENT
PREPARED BY WESTERN WATER WORKS SUPPLY CO.
Part Number Description Size
POB648-6 D.I. 6-Hole PO Hydrant Bury C/L with Gasket 6" x 48"
Smooth Running Jobs
Fire Hydrant Burys & Extension Spools
Short Form Specification:
Casting : As per ANSI/AWWA C153/A21.53Material : Ductile Iron per ASTM A536Cement Lining : As per ANSI/AWWA C104/A21.4, 1/8" thickness minimum Coating : Standard NSF-61 approved asphaltic coating inside-out Pressure Rating : 350 PSI hydrostatic pressure
PUSH-ON HYDRANT BURYS
Quality Manufacturers Since 1960
SIP Industries
PHONE (909) 597-7000
FAX (909) 597-7050
SUBMITTAL DATA
MATERIALS 6X24 DI 6-Hole Hydrant Extension Solid Without Groove CL
PROJECT EXTRA SPACE
AGENCY
SPEC SECTION
COMMENT
PREPARED BY WESTERN WATER WORKS SUPPLY CO.
Part Number Description Size
HE-624-6S D.I. 6-Hole Hydrant Extension Solid Without Groove C/L 6" x 24"
Smooth Running Jobs
Fire Hydrant Burys & Extension Spools
Short Form Specification:
HYDRANT SOLID EXTENSIONS
1.All Radii and Fillets to be 0.12 unless otherwise specified
2.PART NO letter size 0.31" high and 0.13" Raised
3.HEAT CODE and INDIA letter size 0.25" high and 0.13" Raised
4.Manufactured in accordance with AWWA Standard C-110
5.Extensions are Cement Lining in accordance with AWWA standard C-104
6.Meets ANSI/AWWA C110/A21.10 Specification
7.Cement Lined & Tar Coated per ANSI/AWWA C104/A21.4
8.Meets 250 PSI Water Working Pressure (CLASS 250)
Quality Manufacturers Since 1960
SIP Industries
PHONE (909) 597-7000
FAX (909) 597-7050
SUBMITTAL DATA
MATERIALS ITP 6H Hydrant Break-Off Bolt & Nut Set A307 Zinc Plated
Silicone Filled
PROJECT EXTRA SPACE
AGENCY
SPEC SECTION
COMMENT
PREPARED BY WESTERN WATER WORKS SUPPLY CO.
BOLTS & NUTS
Smooth Running Jobs
HEX HYDRANT BREAK-OFF BOLTS A307 GRADE A
SUBMITTAL SPECIFICATIONS Abstract of ASTM A307 Grade A
Grade: Low Carbon Steel 60,000 PSI
**NOTE: These bolts have been altered to allow for shearing at the joint on impact.
CHEMICAL REQUIREMENTS
Chemical analysis shall be performed in accordance with ASTM A751
CARBON
MAX
MANGANESE
MAX
PHOPHOROUS
MAX
SULFER
MAX
0.29 0.90 0.04 0.15
MECHANICAL REQUIREMENTS
*Prior to drilling
HARDNESS
BRINEL
MIN MAX
HARDNESS
ROCKWELL
MIN MAX
TENSILE
STRENGTH
(KSI) MIN MAX
ELONGATION
IN 2 IN (50MM)
MIN
121 241 69 100 60 - 18
Hex Nuts ASTM A563 (ASME B18.2.2) Heavy hex Nuts ASTM A563 (ASME B18.2.2)
Washers ASTM F844-90
FINISH
Plain Zinc Plated Hot Dip Galvanized Cad Plated
DIMENSIONAL DATA: Unless otherwise specified, threads shall be the coarse threaded series as specified in the latest issue of
ANSI / ASME B1.1, page A-26. Class 2A tolerance. Grade A Bolts shall have Hex Bolt Dimensions as given in the latest issue of
ANSI / ASME B 18.2.1 page C1. Unless otherwise specified Grade A Bolts should be used with Hex Nuts.
ADDITIONAL INFORMATION: Additional information can be found in ASTM A307 DTD 2001, ASTM A563, DTD 2001
ADDITIONAL INFORMATION: Break Off Bolts have a drilled hole in the shank. Dimensions are 11/32 Hole for 5/8 Bolts; 13/32 for
3/4 Bolt. Hole Depth is 2 3/8”.
OTHER:
BOLTS ARE FILLED WITH SILICONE. BREAK-OFF BOLTS HAVE A HOLE DRILLED IN THE SHANK WITH
THE DIMENSIONS OF 11/32 INCH (FOR 5/8” BOLTS) AND 13/32 INCH (FOR ¾” BOLTS) AND 2 3/8 INCHES
DEEP.
PHONE (909) 597-7000
FAX (909) 597-7050
SUBMITTAL DATA
MATERIALS ITP Non-Asbestos NSF61 Ring Gasket 16th Inch Thick
PROJECT EXTRA SPACE
AGENCY
SPEC SECTION
COMMENT
PREPARED BY WESTERN WATER WORKS SUPPLY CO.
FLANGE GASKETS
TEADIT NA 1082SAN NSF61 APPROVED
NON ASBESTOS GASKET
Smooth Running Jobs
SUBMITTAL SPECIFICATIONS
GASKETS MEET THE PRESSURE RATINGS, DRILLING AND DIMENSIONS OF ANSI/ASME B16.21
AND AWWA C111 NSF 61 CERTIFIED FOR CHLORINATED POTABLE WATER
TECHNICAL DATA
MANUFACTURES STYLE COLOR BINDER TEMP
MAX
HARDNESS
SHORE A
TENSILE
STRENGTH
ASTM F-
152
ELONGATION APPLICATION CERTIFICATION MATERIAL
Teadit. NA1082SAN Blue Proprietary 752 N/A 1885 N/A Potable Water
Systems
NSF 61 Non
Asbestos
Full Face Ring 1/16” 1/8”
GENERAL DESCRIPTION: Teadit style NA1002SAN is specifically formulated to pass criteria established
in NSF-61 for sealing materials, as well as providing excellent resistance to conductivity.
** Domestically manufactured in the USA**
PHONE (909) 597-7000
FAX (909) 597-7050
SUBMITTAL DATA
MATERIALS Clow LBI 400A 6 Break-Off Check Valve 6-Hole Low Lead
PROJECT EXTRA SPACE
AGENCY
SPEC SECTION
COMMENT
PREPARED BY WESTERN WATER WORKS SUPPLY CO.
Refer to www.clowvalve.com for more information
Part Number Description Size
LBI 400A Break-Off Check Valve 6-Hole Low Lead 6"
Smooth Running Jobs
Clow LBI 400A Break-Off Check Valve
The Clow LBI 400A is an efficient means for
preventing the loss of water when a hydrant has been
knocked off its mounting.
A double-groove extension riser controls the break
point enabling the bury to be protected during impact.
As the break occurs, upward movement of a secured
threaded stainless steel rod automatically releases a
spring-loaded bronze valve flapper into the waterway.
In static operation the valve flapper is housed in a
recessed area out of the waterway.ea
The Clow LBI 400A can easily be installed with any
wet barrel fire hydrant regardless of model or
manufacturer. Any bolt-hole pattern may be ordered
upon request. All Clow LBI 400A are made standard
with protective fusion epoxy lining.
Conservation sensitive areas will also recognize the
opportunity to reduce water losses by specifying the
Clow LBI 400A . A hydrant broken from a 6” line
under normal operating pressures can quickly result in
large and highly visible water losses as indicated by the
flow table below.
TYPICAL FLOW RATES FOR A 6” LINE
OFFICE OF THE FIRE MARSHAL – LA QUINTA
78495 Calle Tampico, La Quinta, CA 92253 • Phone (760) 777-7074
• www.rvcfire.org
March 2, 2022
Inland Valley Pipeline, INC
33020 Howard Road
Menifee, CA 92584
Re: Private Fire Main Plan Review – EXTRA SPACE STORAGE – RV CANOPY – SPK UG
FNCUW2022-0001 / 79120 CORPORATE CENTER DRIVE, LA QUINTA, CA 92253
The private fire main plans you submitted for the above referenced project have been reviewed by Riverside
County Fire Department - Office of the Fire Marshal personnel and are approved with the following
conditions.
The following inspections and tests must be observed:
1) Pre-Pour Thrust Block cutout inspection
2) Rough Piping / Hydrostatic Test
a. Confirm pipe material, bury depth and backfill requirements
b. Minimum 200 psi for two (2) hours or at 50 psi in excess of the maximum static pressure when it is in
excess of 150 psi.
3) Underground Flush & Final -
a. Flush of the underground supply line until clear of all debris and to the satisfaction of the
inspector.
b. The underground flush shall be done through a pipe or hose equal in size to the sprinkler underground
supply pipe, prior to connection to the above ground sprinkler piping.
c. Appropriate valve and connection signage is provided
d. Private fire hydrants are painted red and provided with OSFM tag.
e. Provide the completed Contractor’s Material and Test Certificate for Underground Pipe
The Fire Department approved plans and conditions letter must be at the job site.
Applicant/installer shall be responsible to contact the Fire Department to schedule inspections. Requests for
inspections are to be made at least 48 hours in advance and may be arranged by calling (760)777-7131.
All questions regarding the meaning of these conditions should be referred to the Office of the Fire Marshal
staff at (760)777-7074.
Kohl Hetrick - Fire Safety Specialist
78495 CALLE TAMPICO, LA QUINTA, CA 92253 / 760-777-7000 / INSPECTION HOTLINE: 760-777-7131
RIVERSIDE COUNTY FIRE PROTECTION PLANNING
RECORD OF INSPECTIONS / PERMIT CARD
THIS CARD IS TO REMAIN ON SITE AT ALL TIMES.
INSTALLING CONTRACTOR MUST BE PRESENT FOR ALL INSPECTIONS. SEE NOTES ON REVERSE SIDE.
JOB
ADDRESS: 79120 CORPORATE CENTER DRIVE PERMIT#: FNCUW2022-0001 DATE
ISSUED: 3/2/2022
DESCRIPTION: RV CANOPY – SPRK UNDEGROUND MAIN CONTRACTOR: INLAND VALLEY PIPELINE INC
HYDRANT SYSTEM DATE INITIALS SPECIAL SUPPRESSION DATE INITIALS
Thrust block pre-pour Door fan test
UG rough piping Abort test
UG hydro Mechanical shutdown
Flush Detector test
Final E F Deluge/pre-action
SPRINKLER U.G. Final E F
Thrust block pre-pour UST/AST TANK
UG rough piping Installation
UG hydro Removal
Flush Emergency shut off
Final E F Primary piping
FIRE SPRINKLER Secondary piping
Weld inspection Dispensers & shear valves
Overhead rough piping Final E F
Overhead hydro MISC. INSPECTIONS
UG flush / OK to connect Spray booths
Main drain/inspectors’ test Hood/duct extinguishing
High pile storage High pile rack storage
In-rack sprinklers H.P. vents/access/corridors
Hose racks Tract access/hydrant verification
Final E F Access & Address verification
HOOD EXTINGUISHING OTHER CONST. PERMIT
Detection system
Function test
Gas/electrical shut-off
Nozzle model/placement
Fire alarm connection
Final E F
SPRAY BOOTHS FIRE CODE PERMIT(S)
Installation
Air flow test
Mechanical interlock
Extinguishing system
Fire alarm connection
Final E F
FIRE ALARM KNOX SYSTEM
Rough-wire inspection Building Knox box
Function test Gate access Knox box/padlock
Duct detectors/velocity BUILDING INSPECTIONS
24 hr. battery test T/I final
Sprinkler monitoring Shell final
Final E F Final for occupancy
FINAL INSPECTION DATE: INSPECTORS SIGNATURE:
**WHEN CALLING FOR AN INSPECTION PLEASE HAVE PERMIT NUMBER READY. SEE NOTES ON REVERSE SIDE**
78495 CALLE TAMPICO, LA QUINTA, CA 92253 / 760-777-7000 / INSPECTION HOTLINE: 760-777-7131
INSPECTION NOTES
1. Sway bracing and hangers will be inspected at the time of rough piping inspection.
2. All required hydrostatic pressure tests shall maintain 200 psi for a 2-hour duration. (EX: Residential Fire Sprinkler
Systems)
3. Fire sprinkler system remodels: if indicated on plans or this card, a hydrostatic pressure test shall be required.
4. All underground joints and thrusts blocks shall be exposed and readily visible during the hydrostatic test.
5. Contractor shall supply all testing equipment, access and operating instructions at time of test.
6. All systems shall be inspected, tested, and approved by a Fire Inspector before any work is started that may cause the
affected system to be covered or hidden.
POLICIES ON FIELD INSPECTIONS
A. INSPECTION REQUESTS: Inspections are made subject to availability. Please have the permit number available when
scheduling inspections. For City of La Quinta inspections call: (760) 777-7131.
B. APPROVED PLANS: Shall be kept on the job site at all times that work is in progress. Work shall NOT commence
without approved plans.
C. INSPECTION REQUESTS: As required by the California Fire Code, the appropriate installing contractor shall be required
to schedule the necessary inspections and be present on site for inspections.
D. RE-INSPECTIONS: Will be charged against a permit when an inspection has failed, is not ready, the responsible party not
on site or where previously noted corrections have not been completed.
E. COMMODITIES: Unless otherwise noted on approved plans or letter of conditions, no commodities shall be entered into
the structure until clearance has been granted by the Fire Dept and Building Official.
F. OCCUPANCY: Buildings shall NOT be occupied by persons other than construction workers until a Final Fire Clearance
has been granted by the Fire Dept and a Certificate for Occupancy has been issued by the Building Official.
INSPECTION NOTES:
THIS CARD IS REQURIED TO BE POSTED AT THE CONSTRUCTION SITE. THIS CARD AND APPROVED PLANS MUST BE
AVAILABLE AT THE CONSTRUCTION SITE FOR ALL INSPECTIONS.
THIS PERMIT SHALL EXPIRE AND BECOME NULL AND VOID IF THE WORK AUTHORIZED IS NOT COMMENCED WITHIN 180
DAYS OR IF THE WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS OR MORE.
THIS PERMIT IS FOR FIRE DEPARTMENT APPROVAL ONLY AND DOES NOT INTEND TO ABROGATE MORE RESTRICTIVE
REQUIREMENTS OF OTHER AGENCIES HAVING RESPONSIBILITY.