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FNCUW2021-0005ADDITIONAL SITES CHRONOLOGY CONTACTS NAME TYPE NAME ADDRESS1 CITY STATE ZIP PHONE FAX EMAIL APPLICANT R D OLSON CONSTRUCTION INC 400 SPECTRUM CENTER DR. STE 1200 IRVINE CA 92618 (949)474-2001 KCARLISLE@RDOLSON. COM CONTRACTOR R D OLSON CONSTRUCTION INC 400 SPECTRUM CENTER DR. STE 1200 IRVINE CA 92618 (949)474-2001 KCARLISLE@RDOLSON. COM OWNER SILVERROCK PHASE 1 3551 FONTUNA RANCH RD ENCINITAS CA 92924 (949)474-2001 RICK@THEROBERTGRE ENCOMPANY.COM CONDITIONS Description: MONTAGE CONFERENCE CENTER/SHARED SERVICES PRIVATE FIRE MAIN Type: FIRE NEW COMMERCIAL UNDERGROUND WATER (WEB) Subtype: Status: ISSUED Applied: 12/22/2021 ECON Parcel No: 777490011 Site Address: 52049 SILVERROCK WY LA QUINTA,CA 92253 Approved: 1/26/2022 KHET Subdivision: Block: Lot: Issued: 2/11/2022 JAG Lot Sq Ft: 0 Building Sq Ft: 0 Zoning: Finaled: Valuation: $30,000.00 Occupancy Type: Construction Type: Expired: 3/15/2023 KHET No. Buildings: 0 No. Stories: 0 No. Unites: 0 Details: FINANCIAL INFORMATION Printed: Friday, February 24, 2023 2:30:47 PM 1 of 4 Permit Details City of La Quinta PERMIT NUMBER FNCUW2021-0005 INSPECTIONS SEQID INSPECTION TYPE INSPECTOR SCHEDULED DATE COMPLETED DATE RESULT REMARKS NOTES THRUST BLOCK PRE-POUR LIN 2/16/2022 2/16/2022 APPROVED SEE NOTES 021622- Paper plans on site indicated ORANGE area of today's inspection. I attached a photo of the plans and clouded three revised areas. Changes are shown on revised plans emailed to me and uploaded into the file. Inspection approved for Rough and PrePour. UG HYDRO LIN 2/22/2022 2/22/2022 APPROVED UG ROUGH PIPING LIN 2/22/2022 2/22/2022 APPROVED FNCUW permits use the Fire Sprinkler UG inspection types. Voided and re-entered. DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT #CHECK #METHOD PAID BY CLTD BY FIRE NEW COMMERCIAL - UNDERGROUND WATER 101-0000-42421 0 $500.00 $500.00 2/11/22 WEB10699 635342221 99 CREDIT 953845 ECON FIRE NEW COMMERCIAL - UNDERGROUND WATER PC 101-0000-42420 0 $417.00 $417.00 2/11/22 WEB10699 635342221 99 CREDIT 953845 ECON FIRE STAFF - PER HOUR 101-0000-42420 0.5 $83.50 $0.00 Total Paid for FIRE FEES: $1,000.50 $917.00 RECORDS MANAGEMENT FEE 101-0000-42416 0 $11.00 $11.00 2/11/22 WEB10699 635342221 99 CREDIT 953845 ECON Total Paid for RECORDS MANAGEMENT FEE: $11.00 $11.00 TECHNOLOGY ENHANCEMENT FEE 502-0000-43611 0 $5.00 $5.00 2/11/22 WEB10699 635342221 99 CREDIT 953845 ECON Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00 $5.00 TOTALS:$1,016.50 $933.00 Printed: Friday, February 24, 2023 2:30:47 PM 2 of 4 Permit Details City of La Quinta PERMIT NUMBER FNCUW2021-0005 ATTACHMENTS Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED DOC 12/22/2021 Etrakit Contractor 1ST SUBMITTAL PLANS CALCS AND SPECS 2021.07.20 SW2019- 0002 PA 2 Private Utilities 210609 Permited Plans R3 Contractor Permit Submittal.pdf 1 DOC 1/26/2022 KOHL HETRICK FNCUW2021-0005 - 1ST SUBMITTAL - MATERIAL SPECIFICATIONS.pdf FNCUW2021-0005 - 1ST SUBMITTAL - MATERIAL SPECIFICATIONS.pdf 1 DOC 1/26/2022 KOHL HETRICK FNCUW2021-0005 - APPROVED - PLANS AND CALCULATIONS.pdf FNCUW2021-0005 - APPROVED - PLANS AND CALCULATIONS.pdf 1 DOC 1/26/2022 KOHL HETRICK FNCUW2021-0005 - PLANS FOR INSPECTIONS.pdf FNCUW2021-0005 - PLANS FOR INSPECTIONS.pdf 0 DOC 1/26/2022 KOHL HETRICK FNCUW2021-0005 - COA AND JOB CARD.pdf FNCUW2021-0005 - COA AND JOB CARD.pdf 1 DOC 9/19/2022 KOHL HETRICK 2022.09.16 RDOC Letter to COLQ for Permit Extension.pdf 2022.09.16 RDOC Letter to COLQ for Permit Extension.pdf 1 BOND INFORMATION REVIEWS REVIEW TYPE REVIEWER SENT DATE DUE DATE RETURNED DATE STATUS REMARKS NOTES 1ST PERMIT TECH (1 DAY) PERMIT TECH BUCKET 12/22/2021 12/27/2021 12/27/2021 COMPLETE 1ST FIRE (2 WK)KOHL HETRICK 12/22/2021 1/11/2022 1/26/2022 APPROVED COA IN ATTACHMENTS PARENT PROJECTS Printed: Friday, February 24, 2023 2:30:47 PM 3 of 4 Permit Details City of La Quinta PERMIT NUMBER FNCUW2021-0005 ATTACHMENTS Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED DOC 2/16/2022 LUCERO INIGUEZ FNCUW2021-0005 MONTAGE CONFERENCE - UG INSPECTION REDLINED PLANS 021622.pdf FNCUW2021-0005 MONTAGE CONFERENCE - UG INSPECTION REDLINED PLANS 021622.pdf 0 DOC 2/16/2022 LUCERO INIGUEZ Sewer Delta - APPROVED MYLAR - REVISED SW2019- 0002.pdf Sewer Delta - APPROVED MYLAR - REVISED SW2019- 0002.pdf 1 Printed: Friday, February 24, 2023 2:30:47 PM 4 of 4 Permit Details City of La Quinta PERMIT NUMBER FNCUW2021-0005 Installing Contractor:APPROVEDRiverside County Fire DepartmentLa Quinta Office of the Fire MarshalBy:FIRE SAFETY SPECIALIST01/26/2022 8:09:02 AMThe approval of plans and specifications does notpermit the violation, deletion, omission or faultyinstallation of any requirements of Title 24 or anyLocal Ordinances. Construction shall remainaccessible and exposed for inspection purposesuntil approved by the Fire Department.PERMIT # -FNCUW2021-0005PRIVATE FIRE MAIN - FOR INSTALLATIONKohl HetrickReason: I am approving this documentContact Info: 760-409-5109 P-187P-186P-185P-184P-183P-182P-180P-174P-173P-171P-168P-167P-163P-162P-160P-159P-158P-157P-156P-155P-153P-152P-149P -1 48P-147P-146P-145P-144P-143P-142P-140P-138P-137P-136P-135P-133P-131P-130P -1 2 9 P-128P-126P-124P-123P-122P -121P-119P-118P-114P-113P-112P-111P-110P-109P-108P-107P-105P -1 0 4 P-103P-101P-100P-99P-98P-97P-96P -95P-92P-84P-83P-82P-80P -79 P-78P-77P-76P-75P-74P-73P-72P-71P-70P-69P-68P-67P-64P-63P-62P-58P-57P-55P-54P-53P-15P-14P -1 2 P-11P-6P-3P-2P -2 4 P -2 3 P -2 2 P-5P-4P-8P-7P -9 P -1 0 P-49P -4 6 P-45P-44P-43P-42P-39P-34P-33P-29P-25P-21P -2 0 P-18P-17P-16J-5J-233J-4J-3J-121J-74J-231J-73J-230J-72J-71J-70J-133J-69J-68J-147J-145J-144J-67J-66J-143J-65J-132J-140J-148J-129J-137J-146J-126J-64J-63J-62J-125J-142J-61J-141J-131J-60J-139J-59J-138J-58J-136J-57J-135J-56J-134J-55J-PH2J-53J-124J-52J-130J-51J-122J-50J-128J-49J-127J-H2J-PH1J-SSJ-45J-44J-43J-123J-42J-41J-117J-39J-121J-114J-38J-113J-37J-120J-36J-119J-35J-118J-245J-97J-34J-116J-115J-105J-33J-112J-111J-110J-32J-247J-109J-31J-108J-107J-106J-30J-102J-29J-244J-234J-104J-243J-98J-28J-27J-89J-HSJ-95J-103J-94J-246J-101J-100J-99J-25J-24J-23 J-22J-21J-96J-20J-19J-18J-17J-16J-15J-14J-93J-232J-92J-91J-13J-90J-1J-88J-12J-87J-11J-86J-10J-85J-79J-84J-H1J-77J-82J-9J-CHJ-81J-8J-75J-80J-6J-14985 psi76 psi76 psi76 psi86 psi86 psi86 psi84 psi79 psi79 psi80 psi85 psi81 psi81 psi85 psi85 psi85 psi84 psi84 psi87 psi85 psi84 psi85 psi86 psi84 psi85 psi85 psi85 psi81 psi81 psi81 psi83 psi85 psi85 psi85 psi85 psi85 psi85 psi77 psi86 psi77 psi85 psi76 psi86 psi79 psi85 psi79 psi76 psi77 psi82 psi78 psi85 psi77 psi86 psi78 psi84 psi79 psi85 psi79 psi76 psi79 psi80 psi81 psi85 psi83 psi85 psi85 psi86 psi80 psi85 psi87 psi84 psi87 psi84 psi76 psi77 psi76 psi76 psi84 psi81 psi85 psi76 psi85 psi86 psi86 psi79 psi85 psi85 psi86 psi82 psi81 psi87 psi79 psi85 psi88 psi88 psi82 psi83 psi79 psi85 psi84 psi85 psi83 psi86 psi82 psi79 psi72 psi75 psi84 psi84 psi76 psi85 psi83 psi83 psi84 psi76 psi77 psi76 psi76 psi82 psi84 psi76 psi76 psi76 psi77 psi76 psi76 psi75 psi74 psi87 psi72 psi72 psi79 psi72 psi85 psi73 psi78 psi74 psi78 psi77 psi78 psi78 psi77 psi75 psi76 psi76 psi76 psi77 psi84 psi76 psi77 psi86 psi77 psi78 psi85 psiColor Coding LegendPipe: Diameter (in)<= 2.0<= 4.0<= 6.0<= 8.0<= 10.0<= 12.0<= 18.0OtherColor Coding LegendJunction: Pressure (psi)<= 20<= 30OtherSCENARIO 3:Shared Services-Fire flow of 2,750GPM split between 2 hydrantsFH 1 @J-125FH 1 @J-243 Label Diameter (in) Velocity (ft/s) Length (ft) Start Node Stop Node Hazen- Williams C Flow (gpm) Headloss Gradient (ft/ft) P-73 2 7.61 11 J-61 GPV-25 130 74 0.127 P-74 2 7.61 12 GPV-25 J-64 130 74 0.127 P-182 2 7.53 11 J-244 GPV-36 130 74 0.125 P-183 2 7.53 12 GPV-36 J-245 130 74 0.125 P-75 2 7.52 11 J-60 GPV-26 130 74 0.125 P-76 2 7.52 13 GPV-26 J-63 130 74 0.125 P-185 2 7.52 12 J-246 GPV-37 130 74 0.125 P-186 2 7.52 12 GPV-37 J-247 130 74 0.125 P-77 2 7.51 11 J-41 GPV-27 130 74 0.124 P-78 2 7.51 12 GPV-27 J-62 130 74 0.124 P-33 2 7.44 27 J-29 GPV-21 130 -73 0.122 P-34 2 7.44 23 GPV-21 J-30 130 -73 0.122 P-42 2 7.42 30 J-33 GPV-23 130 -73 0.122 P-43 2 7.42 23 GPV-23 J-28 130 -73 0.122 P-29 2 7.42 23 J-21 GPV-20 130 73 0.122 P-30 2 7.42 27 GPV-20 J-27 130 73 0.122 P-38 2 7.39 27 J-31 GPV-22 130 -72 0.121 P-39 2 7.39 25 GPV-22 J-32 130 -72 0.121 P-52 12 4.72 194 J-40 J-37 130 1,666 0.007 P-178 2 4.59 13 J-233 GPV-31 130 45 0.05 P-179 2 4.59 12 GPV-31 J-234 130 45 0.05 P-85 2 4.58 12 J-65 GPV-28 130 45 0.05 P-86 2 4.58 14 GPV-28 J-66 130 45 0.05 P-87 2 4.57 13 J-42 GPV-29 130 45 0.05 P-88 2 4.57 13 GPV-29 J-67 130 45 0.05 P-155 6 4.19 105 J-64 J-70 130 369 0.012 P-100 2 3.98 14 J-74 GPV-30 130 39 0.038 P-101 2 3.98 15 GPV-30 J-121 130 39 0.038 P-152 12 3.9 175 J-123 J-125 130 1,375 0.005 P-150 12 3.9 31 J-122 J-133 130 1,375 0.005 P-151 12 3.9 214 J-133 J-123 130 1,375 0.005 P-181 12 3.9 132 J-243 J-37 130 -1,375 0.005 P-154 4 3.43 218 J-66 J-44 130 135 0.013 P-79 6 3.34 17 J-64 J-63 130 -295 0.008 P-14 6 3.3 132 J-12 J-6 130 -291 0.008 P-15 6 3.3 77 J-6 J-13 130 -291 0.008 P-40 6 3.3 17 J-1 J-28 130 291 0.008 P-104 6 3.3 108 J-33 J-13 130 291 0.008 P-57 4 3.29 130 J-49 J-50 130 129 0.012 P-58 4 3.29 124 J-50 J-51 130 129 0.012 P-72 4 3.29 144 J-70 J-49 130 129 0.012 P-2 4 3.02 118 J-121 J-3 130 -118 0.01 P-3 4 3.02 107 J-3 J-4 130 -118 0.01 P-6 4 3.02 76 J-8 J-9 130 -118 0.01 P-9 4 3.02 51 J-77 J-79 130 118 0.01 Scenario 3: Shared Services Pipe Table P-7 4 3.02 67 J-9 J-80 130 -118 0.01 P-8 4 3.02 77 J-80 J-79 130 -118 0.01 P-4 4 3.02 98 J-4 J-81 130 -118 0.01 P-5 4 3.02 136 J-81 J-8 130 -118 0.01 P-115 4 3.02 31 J-91 J-92 130 -118 0.01 P-116 4 3.02 112 J-92 J-93 130 -118 0.01 P-117 4 3.02 201 J-93 J-94 130 -118 0.01 P-118 4 3.02 42 J-94 J-121 130 -118 0.01 P-59 4 2.91 138 J-52 J-53 130 114 0.01 P-92 4 2.91 186 J-70 J-71 130 114 0.01 P-93 4 2.91 87 J-71 J-72 130 114 0.01 P-94 4 2.91 63 J-72 J-52 130 114 0.01 P-62 4 2.91 94 J-PH1 J-57 130 -114 0.01 P-63 4 2.91 101 J-57 J-51 130 -114 0.01 P-66 4 2.91 58 J-53 J-59 130 114 0.01 P-67 4 2.91 193 J-59 J-PH2 130 114 0.01 P-16 4 2.8 91 J-15 J-14 130 -110 0.009 P-17 4 2.8 18 J-22 J-14 130 110 0.009 P-18 4 2.8 27 J-23 J-22 130 110 0.009 P-19 4 2.8 262 J-24 J-23 130 110 0.009 P-25 4 2.8 116 J-16 J-15 130 -110 0.009 P-47 4 2.8 83 J-36 J-24 130 110 0.009 P-110 4 2.8 133 J-16 J-87 130 110 0.009 P-111 4 2.8 95 J-87 J-88 130 110 0.009 P-112 4 2.8 157 J-88 J-89 130 110 0.009 P-113 4 2.8 59 J-89 J-90 130 110 0.009 P-114 4 2.8 77 J-90 J-91 130 110 0.009 P-80 6 2.51 14 J-63 J-62 130 -221 0.005 P-37 6 2.47 27 J-32 J-28 130 -218 0.004 P-41 6 2.47 25 J-33 J-31 130 -218 0.004 P-109 4 2.46 211 J-77 J-36 130 96 0.007 P-11 6 2.44 134 J-5 J-10 130 -215 0.004 P-12 6 2.44 64 J-10 J-11 130 -215 0.004 P-13 6 2.44 122 J-11 J-12 130 -215 0.004 P-10 6 2.44 19 J-77 J-5 130 -215 0.004 P-81 18 2.42 547 J-40 J-122 130 1,918 0.001 P-55 4 2.32 440 J-44 J-45 130 91 0.006 P-56 4 2.32 74 J-45 J-SS 130 91 0.006 P-105 4 1.94 114 J-12 J-82 130 76 0.005 P-106 4 1.94 54 J-82 J-H1 130 76 0.005 P-184 6 1.67 12 J-245 J-62 130 147 0.002 P-35 6 1.65 29 J-31 J-29 130 -146 0.002 P-36 6 1.65 29 J-30 J-32 130 -146 0.002 P-107 4 1.62 260 J-H1 J-84 130 63 0.003 P-108 4 1.62 67 J-84 J-HS 130 63 0.003 P-44 4 1.49 134 J-34 J-35 130 58 0.003 P-45 4 1.49 62 J-35 J-18 130 58 0.003 P-26 4 1.49 40 J-HS J-119 130 58 0.003 P-27 4 1.49 92 J-119 J-120 130 58 0.003 P-28 4 1.49 26 J-120 J-20 130 58 0.003 P-149 4 1.49 31 J-20 J-34 130 58 0.003 P-84 6 1.02 14 J-66 J-67 130 -90 0.001 P-102 4 1 346 J-121 J-147 130 39 0.001 P-103 4 1 215 J-147 J-CH 130 39 0.001 P-187 6 0.84 12 J-247 J-245 130 74 0.001 P-49 12 0.82 117 J-38 J-37 130 -291 0 P-89 12 0.82 210 J-38 J-68 130 291 0 P-90 12 0.82 176 J-68 J-69 130 291 0 P-91 12 0.82 377 J-69 J-39 130 291 0 P-50 12 0.82 9 J-1 J-95 130 -291 0 P-51 12 0.82 172 J-95 J-39 130 -291 0 P-31 6 0.82 30 J-29 J-27 130 -73 0.001 P-32 6 0.82 30 J-30 J-21 130 73 0.001 P-176 46 0.69 30 R-5 PMP-3 130 3,583 0 P-177 46 0.69 40 PMP-3 J-40 130 3,583 0 P-82 18 0.68 12 J-122 J-65 130 543 0 P-83 18 0.63 12 J-65 J-42 130 498 0 P-53 18 0.57 11 J-42 J-233 130 453 0 P-69 18 0.51 332 J-43 J-126 130 408 0 P-54 18 0.51 196 J-233 J-43 130 408 0 P-70 18 0.51 9 J-126 J-61 130 408 0 P-180 6 0.51 10 J-234 J-67 130 45 0 P-71 18 0.42 16 J-61 J-60 130 334 0 P-60 4 0.38 124 J-51 J-56 130 15 0 P-61 4 0.38 368 J-56 J-H2 130 15 0 P-20 4 0.34 49 J-19 J-25 130 13 0 P-21 4 0.34 216 J-18 J-19 130 13 0 P-46 4 0.34 33 J-25 J-36 130 13 0 P-68 18 0.33 14 J-60 J-41 130 260 0 P-95 18 0.23 12 J-41 J-244 130 186 0 P-96 18 0.14 11 J-244 J-246 130 113 0 P-97 18 0.05 352 J-246 J-73 130 39 0 P-98 18 0.05 10 J-73 J-74 130 39 0 P-146 12 0 321 J-116 J-117 130 1 0 P-145 12 0 116 J-148 J-116 130 1 0 P-142 12 0 127 J-113 J-114 130 1 0 P-143 12 0 398 J-114 J-115 130 1 0 P-144 12 0 45 J-115 J-148 130 1 0 P-148 12 0 101 J-117 J-98 130 1 0 P-122 12 0 179 J-98 J-99 130 1 0 P-123 12 0 251 J-99 J-100 130 1 0 P-124 12 0 60 J-100 J-101 130 1 0 P-125 12 0 24 J-101 J-102 130 1 0 P-129 12 0 300 J-104 J-105 130 1 0 P-130 12 0 101 J-105 J-106 130 1 0 P-131 12 0 72 J-106 J-107 130 1 0 P-127 12 0 59 J-102 J-230 130 1 0 P-128 12 0 265 J-230 J-104 130 1 0 P-138 12 0 189 J-110 J-111 130 1 0 P-135 12 0 160 J-107 J-231 130 1 0 P-136 12 0 218 J-231 J-232 130 1 0 P-137 12 0 70 J-232 J-110 130 1 0 P-140 12 0 258 J-111 J-149 130 1 0 P-141 12 0 306 J-149 J-113 130 1 0 P-168 12 0 34 J-75 J-138 130 0 0 P-170 12 0 251 J-144 J-139 130 0 0 P-169 12 0 162 J-138 J-144 130 0 0 P-171 12 0 64 J-139 J-140 130 0 0 P-65 4 0 69 J-58 J-55 130 0 0 P-64 4 0 140 J-53 J-58 130 0 0 P-172 12 0 83 J-140 J-141 130 0 0 P-174 12 0 323 J-142 J-143 130 0 0 P-173 12 0 187 J-141 J-142 130 0 0 P-175 12 0 352 J-143 J-113 130 0 0 P-147 8 0 53 J-117 J-118 130 0 0 P-156 12 0 22 J-126 J-134 130 0 0 P-99 18 0 8 J-74 J-75 130 0 0 P-157 12 0 110 J-134 J-127 130 0 0 P-132 8 0 161 J-107 J-108 130 0 0 P-126 8 0 48 J-102 J-103 130 0 0 P-121 12 0 204 J-97 J-98 130 0 0 P-167 12 0 108 J-136 J-137 130 0 0 P-134 8 0 62 J-109 J-7 130 0 0 P-133 8 0 141 J-108 J-109 130 0 0 P-139 8 0 175 J-111 J-112 130 0 0 P-166 12 0 231 J-146 J-136 130 0 0 P-162 12 0 195 J-131 J-132 130 0 0 P-158 12 0 421 J-127 J-128 130 0 0 P-161 12 0 495 J-130 J-131 130 0 0 P-153 12 0 337 J-125 J-124 130 0 0 P-164 12 0 126 J-135 J-145 130 0 0 P-160 12 0 45 J-127 J-130 130 0 0 P-165 12 0 104 J-145 J-146 130 0 0 P-163 12 0 23 J-73 J-135 130 0 0 P-159 12 0 152 J-128 J-129 130 0 0 P-120 12 0 116 J-96 J-97 130 0 0 P-22 4 0 65 J-18 J-85 130 0 0 P-23 4 0 100 J-85 J-86 130 0 0 P-24 4 0 94 J-86 J-17 130 0 0 P-119 12 0 67 J-95 J-96 130 0 0 Label Pressure (psi) Demand (gpm) Elevation (ft) Hydraulic Grade (ft) J-90 72 0 26.5 191.87 J-91 72 228 25 191.19 J-92 72 0 25 191.51 J-89 72 0 25 192.4 J-88 73 0 24.5 193.81 J-93 74 0 22 192.66 J-87 74 0 23.47 194.66 J-84 75 0 30 202.51 J-HS 75 5 29.33 202.29 J-14 75 0 23.4 197.69 J-15 76 0 22.35 196.88 J-119 76 0 27.65 202.18 J-57 76 0 28.9 203.57 J-94 76 0 19.9 194.72 J-121 76 0 20 195.16 J-PH1 76 114 27.47 202.66 J-81 76 0 23.2 198.47 J-22 76 0 22.5 197.85 J-PH2 76 114 27 202.37 J-3 76 0 20.94 196.36 J-19 76 0 25.66 201.18 J-4 76 0 21.65 197.47 J-16 76 0 20 195.84 J-120 76 0 26.06 201.92 J-77 76 0 26.6 202.65 J-23 76 0 21.85 198.1 J-18 76 45 24.9 201.22 J-25 76 0 24.83 201.18 J-35 76 0 24.83 201.39 J-34 76 0 25.2 201.77 J-82 76 0 27 203.59 J-20 76 0 25.15 201.85 J-5 76 0 26 202.73 J-H1 76 13 26.6 203.35 J-8 77 0 22.65 199.87 J-86 77 0 23.92 201.22 J-36 77 0 23.86 201.17 J-79 77 0 24.5 202.13 J-9 77 0 22.9 200.65 J-58 77 0 27 204.78 J-51 77 0 26.7 204.53 J-59 77 0 26 204.22 J-80 77 0 23 201.34 J-17 77 0 22.83 201.22 Scenario 3: Shared Service Junction Table J-24 77 0 21.83 200.43 J-53 77 0 26 204.78 J-85 78 0 22 201.22 J-52 78 0 26 206.1 J-11 78 0 23 203.58 J-50 78 0 25.43 206.03 J-10 78 0 22.5 203.31 J-6 78 0 24 205.1 J-12 78 0 23 204.1 J-33 79 0 25 206.48 J-13 79 0 24.17 205.67 J-31 79 0 25 206.59 J-29 79 0 25 206.65 J-27 79 0 25 206.67 J-72 79 0 25 206.71 J-49 79 0 25.68 207.59 J-H2 79 15 22.5 204.42 J-56 79 0 22.5 204.51 J-71 79 0 25.4 207.54 J-55 79 0 22.5 204.78 J-SS 79 91 29.47 213.05 J-70 80 126 25.24 209.32 J-45 80 0 29 213.52 J-39 80 0 35 220.67 J-64 81 0 24 210.55 J-63 81 0 24 210.67 J-62 81 0 24 210.74 J-245 81 0 24 210.76 J-247 81 0 24 210.77 J-44 81 44 28.8 216.28 J-69 81 0 33 220.76 J-68 81 0 33 220.81 J-124 82 0 29.47 219.6 J-21 82 0 30 220.29 J-30 82 0 30 220.31 J-32 82 0 30 220.37 J-28 82 0 30 220.49 J-125 83 1,375 28.8 219.6 J-100 83 0 30 221.48 J-123 83 0 28.8 220.4 J-243 83 1,375 28 220.29 J-101 83 0 29 221.48 J-102 83 0 28.88 221.48 J-37 84 0 27.52 220.89 J-128 84 0 28 221.48 J-129 84 0 27.47 221.48 J-103 84 0 27.45 221.48 J-96 84 0 27 221.48 J-230 84 0 27 221.48 J-132 84 0 27 221.48 J-CH 84 39 25 219.84 J-38 84 0 26 220.86 J-99 84 0 26.6 221.48 J-118 84 0 26.5 221.48 J-66 84 0 24 219.12 J-67 84 0 24 219.13 J-234 84 0 24 219.13 J-95 84 0 25.39 220.62 J-112 85 0 26 221.48 J-131 85 0 26 221.48 J-1 85 0 25 220.62 J-147 85 0 24 220.12 J-127 85 0 25.24 221.48 J-111 85 0 25.2 221.48 J-142 85 0 25 221.48 J-149 85 0 25 221.48 J-137 85 0 25 221.48 J-130 85 0 25 221.48 J-134 85 0 25 221.48 J-104 85 0 24.85 221.48 J-108 85 0 24.5 221.48 J-97 85 0 24.17 221.48 J-133 85 0 24 221.38 J-116 85 0 24 221.48 J-136 85 0 24 221.48 J-139 85 0 24 221.48 J-140 85 0 24 221.48 J-141 85 0 24 221.48 J-144 85 0 24 221.48 J-145 85 0 24 221.48 J-146 85 0 24 221.48 J-246 85 0 24 221.48 J-244 85 0 24 221.48 J-41 85 0 24 221.48 J-60 85 0 24 221.48 J-61 85 0 24 221.48 J-126 85 0 24 221.48 J-43 85 0 24 221.5 J-233 85 0 24 221.51 J-42 85 0 24 221.51 J-65 85 0 24 221.51 J-121 85 0 23 220.57 J-122 86 0 23.71 221.52 J-117 86 0 23.5 221.48 J-98 86 0 23 221.48 J-138 86 0 23 221.48 J-231 86 0 23 221.48 J-135 86 0 23 221.48 J-148 86 0 22.9 221.48 J-115 86 0 22.54 221.48 J-110 86 0 22.45 221.48 J-74 86 0 22.4 221.48 J-75 86 0 22.4 221.48 J-73 86 0 22.4 221.48 J-105 86 0 22.12 221.48 J-232 87 0 21.5 221.48 J-40 87 0 22 222.16 J-114 87 0 21 221.48 J-109 87 0 20 221.48 J-143 87 0 20 221.48 J-113 87 0 19.9 221.48 J-7 88 0 19 221.48 J-107 88 0 17.99 221.48 J-106 88 0 17.15 221.48 OFFICE OF THE FIRE MARSHAL – LA QUINTA 78495 Calle Tampico, La Quinta, CA 92253 • Phone (760) 777-7074 • www.rvcfire.org January 26, 2022 R D Olson Construction Inc. 400 Spectrum Center Drive #1200 Irvine, CA 92618 R-3 Contractors Inc. 800 E Orangefair Lane Anaheim, CA 92801 Re: Private Fire Main Plan Review – TALUS – SHARED SERVICES BUILDINGS FNCUW2021-0005 / 52049 TALUS WAY, 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: 52049 Talus Way PERMIT#: FNCUW2021-0005 DATE ISSUED: 1/26/2022 DESCRIPTION: PVT FIRE MAIN – SHARED SERVICES CONTRACTOR: R-3 CONTRACTORS 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. General Contractor Construction Management 400 S PECTRUM C ENTER D RIVE, S UITE 1200, I RVINE, C ALIFORNIA 92618 T EL: 949-474-2001 WWW.RDOLSON.COM Sent via email:aortega@laquinta.gov September 16, 2022 AJ Ortega Building Official – Design and Development Department CITY OF LA QUINTA 78-495 Calle Tampico La Quinta, California 92253 Re: Montage Hotel & Spa / Conference Center / Golf Clubhouse REQUEST FOR PERMIT EXTENSION Dear AJ, R.D. Olson is requesting an extension of the following existing active permits due to the recent work stoppage due to a lack of funding. We expect to be back on site working next week. If you have any questions or need anything further, please reach out to Samantha Sheinberg at 714-920- 7537 or ssheinberg@rdolson.com and she can assist. Respectfully, R.D. OLSON CONSTRUCTION, INC. John A. Ramirez Senior Vice President of Operations Cc: Jerry Bloom, Lang Naefke, Patrick Ready, Armando Alarcon, John Staff, Gary Hoskins, Jeremy Dunn, Keith Freeman, Eduardo Paz Specification Name:Utilites CSI Code:33 00 00 -002 Detail Description:Domestic Water & Fire Water, (OCC) Product Data/Sp Status:For Approval Category:Product Data/Specifications Submittal Pkg. #:034 Date:11/19/2021 Due Date:11/26/2021 REVIEWED AND FORWARDED FOR APPROVAL REVIEWED WITH EXCEPTIONS NOTED NONCONFORMING, REVISED & RESUBMITTED The Submittals have been reviewed for general conformation to the design intent of the contract documents with regard to type and quality and not quantity and/or dimensions, which are the responsibility of the subcontractor and/or supplier making the submittal. The subcontractor and/or supplier is responsible for coordination of their work with other trades. Review of submittals and/or shop drawings does not relieve the subcontractor's and/or supplier's responsibility for any errors, omissions and/or changes for the requirements of the contract documents, nor for errors and/or omissions made by subcontractor and/or supplier in bad submittals and/or shop drawings. R.D. OLSON CONSTRUCTION BY:Keith Freeman DATE:11/19/2021 JOB:Montage Conference Center, Meeting Center and Shared Services Building (210500) SPEC:33 00 00 -002 Project Name:Montage Conference Center, Meeting Center and Shared Services Building Project Number: 210500 Comment: 330000-002.0 Domestic Water & Fire Water, (OCC) Product Data/Specifications Submittal Transmittal 400 SPECTRUM CENTER DRIVE, SUITE 1200 IRVINE, CALIFORNIA 92618 TEL: 949-474-2001 WEBSITE: WWW.RDOLSON.COM Page 1 of 1 11/23/21 (APPROVED) 161178 Rich Vaughn X SUBMITTAL REVIEW NO EXCEPTIONS TAKEN. MAKE CORRECTIONS AS NOTED. Resubmittal not required unless Contractor cannot comply with corrections noted. REVISE AS NOTED AND RESUBMIT. RESUBMIT PROPERLY. Submittal not reviewed for reasons noted. NOT REVIEWED. Submittal not required by Contract Documents. RECEIVED FOR CLIENT’S RECORD ONLY. Submittal not reviewed. Gensler has reviewed this Submittal, but only for the purpose of checking for conformance with the design intent expressed in the Contract Documents. Gensler’s action on a specific item does not indicate approval of an assembly of which the item is a component, nor of an item as delivered and installed if it does not conform to the Contract Documents. Contractor is responsible for checking for deviations between this Submittal and differing information or conditions in the Contract Documents and field conditions; for determining or substantiating the accuracy and completeness of other details such as dimensions and quantities; for substantiating instructions for installation or performance of equipment or systems designed by Contractor; for construction means, methods, techniques, schedules, sequences, procedures, and fabrication processes; for errors and omissions in Submittals; for coordination of the Work of the trades, safety precautions and performing the Work in a safe and satisfactory manner and in conformance with the Contract Documents. If more than one submittal review stamp appears on this Submittal, the most stringent action and notations thereon apply. Signature of a submittal review stamp by Gensler or a consultant does not imply that it has reviewed work not within its professional discipline or scope of services. v1 3/2012 By: Date: Project No: Submittal: Seth Briskman Sun Dec 19, 2021 055.7598.000 330000-002.0 DomWtr&FireWa-MBI - Copy /C/Users/92527/AppData/Local/Temp/Bluebeam Temp/ Together, Building the Future A general engineering contractor specializing in Underground Utilities, Drainage and Sump Pump Systems. SUBMITTAL NO. 1 SEWER, WATER, FIRE, & STORM MATERIAL SUBMITTAL 6/18/21 Re: 79179 AHMANSON LN. LA QUINTA, CA 92253 www R3co.com SEWER, WATER, FIRE, & STORM MATERIAL SUBMITTAL SEWER • 10” ANSI/AWWA C900; VINYLTECH PVC PIPE, IPEX, JM EAGLE, DIAMOND PLASTICS, NORTH AMERICAN PIPE CORPORATION • 4” & 6” ASTM D3034 SDR35/PS 46 PVC SEWER PIPE; VINYLTECH PIPE, DIAMOND PLASTICS, JM EAGLE, NORTH AMERICAN PIPE CORPORATION • SDR35 D-3034/PS46 F-679 SEWER FITTINGS; GPK PRODUCTS, INC. • 10” VALVE BOX SERIES; EISEL EBTERPRISES INC. WATER • 4” ANSI/AWWA C900; VINYLTECH, IPEX, JM EAGLE, DIAMOND PLASTICS, NORTH AMERICAN PIPE CORPORATION • 2” & 3” SCHEDULE 40 PVC PRESSURE PIPE; UNI BELL PVC PIPE ASSOCIATION • 4” A-2362 RW GATE VALVE FLG x FLG; MUELLER COMPANY • 6” A-2362 RW GATE VALVE FLG x FLG; MUELLER COMPANY • HEX BOLTS A307 GRADE A; WESTERN WATER WORKS • TEADIT NA 1082SAN NSF61 APPROVED NON ASBESTOS GASKET; ITP • MARK VTB VALVE BOX SERIES; BINGHAM & TAYLOR • PVC SCH 40 FITTINGS; LASCO FITTING, INC. • 4” IMPORT DUCTILE IRON PUSH-ON COMPACT FITTINGS; STAR PIPE PRODUCTS, SIP INDUSTRIES, SIGMA, TYLER UNION FIRE • 1-1/2” SCHEDULE 40 PVC PRESSURE PIPE; UNI-BELL PVC PIPE ASSOCIATION • 6”, 8”, & 12” ANSI/AWWA C900; VINYLTECH PVC PIPE, IPEX, JM EAGLE, DIAMOND PLASTICS, NORTH AMERICAN PIPE CORPORATION • HEX BOLTS A307 GRADE A; WESTERN WATER WORKS • TEADIT NA 1082SAN NSF61 APPROVED NON ASBESTOS GASKET; IPT • 6” A-2362 RW GATE VALVE FLG X FLG; MUELLER COMPANY • 8” A-2362 RW GATE VALVE FLG X FLG; MUELLER COMPANY • 10” A-2362 RW GATE VALVE FLG X FLG; MUELLER COMPANY • 6” & 12” IMPORT DUCTILE IRON FLANGED FITTINGS; STAR PIPE PRODUCTS, SIP INDUSTRIES, SIGMA, TYLER UNION • 4” IN-BUILDING RISER; AMES FIRE & WATER WORKS, ZURN WILKINS • J-4000 TRITON SERIES DUCTILE IRON HYDRANTS; MUELLER COMPANY, JONES • 6” CLOW LBI 400A BREAK-OFF CHECK VALVE; CLOW VALVE • 6” x 42” PUSH-ON HYDRANT BURYS; WESTERN WATER WORKS • 6” & 12” PRESSURE CLASS 350 TYTON-JOINT PIPE; US PIPE • 6”, 8”, & 12” IMPORT DUCTILE IRON PUSH-ON COMPACT FITTINGS; STAR PIPE PRODUCTS, SIP INDUSTRIES, SIGMA, TYLER UNION • FIELD LOK 350 GASKETS; US PIPE • HEX BOLTS GRADE 5 & 8; WESTERN WATER WORKS • 6”, 8”, & 12” ANSI/AWWA C900; VINYLTECH PVC PIPE, IPEX, JM EAGLE, DIAMOND PLASTICS, NORTH AMERICAN PIPE CORPORATION • MARK VTB VALVE BOX SERIES; BINGHAM & TAYLOR STORM • 18” CATCH BASIN GRATE SERIES; NDS • 18” CATCH BASIN FRAME; NDS • 9” CATCH BASIN; NDS • BRASS & CHROME GRATES; NDS • SPEE-D BASINS; NDS • 4”, 6”, & 12” HDPE PIPE; PRINSCO, ADS • 4”, 6”, & 12” HDPE FITTINGS; PRINSCO, ADS • HARCO DRAIN BASIN STANDARD DETAIL; THE HARRINGTON CORPORATION FIRE Smooth Running Jobs PVC Pipe SCHEDULE 40 PVC PRESSURE PIPE General Information: Product Standard: ASTM D1785, ASTM D2665 Pipe Compound: ASTM D1784 Cell Class 12454 Certification: ANSI/NSF 61, ANSI/NSF 14* Uniform Plumbing Code* Pipe End Finish: Bell End*, Plain End Nominal Laying Length: 10/20 feet (Laying length tolerances are in accordance with ASTM standards) Installation: Manufacturers Solvent Weld Installation Guide Water pressure rating measured at 23°C (73°F) Manning Coefficient (n) = 0.009 Hazen-Williams Coefficient (c) = 150 Available Size: 1/2"- 4" Product Standard: ASTM D1785 Certification: ANSI/NSF 61 Pipe End Finish: Bell End PVC PRESSURE PIPE ANSI/AWWA C900 UL 1285 FM 1612** *See Certification Letter for full explanation and list of exceptions. **FM 1612 calculates pressure ratings differently than AWWA for 4"-12" only with DR 18 as 185 psi and DR 14 as 250 psi. ‡See Installation Guide for more information. Pipe Standard:AWWA C900-16 Diameter Std.:Cast Iron Outside Diameter (CIOD) Nominal Sizes:4", 6", 8", 10", 12", 14", 16", 18", 20", 24", 30", 36" Dimension Ratios & Pressure Ratings: DR 51 – 80 psi DR 41 – 100 psi DR 32.5 – 125 psi DR 25 – 165 psi DR 21 – 200 psi DR 18 – 235 psi (185 psi)** DR 14 – 305 psi (250 psi)** Lay Length:20' [6.1m] Pipe Compound:ASTM D1784 Cell Class 12454 Pipe Joint Std.:ASTM D3139 Max. Angular Joint Deflection:‡1° Gasket Standard:ASTM F477, UL 157 Gasket Material Offerings: Standard – SBR Optional – NBR or EPDM Installation Std.:AWWA C605 Color:Blue Green Purple Certifications:* NSF 14 NSF 61 CSA B137.3 CSA B137.3 CSA B137.3 Applications Potable Water Waste- water Reclaimed Water Only products bearing the NSF Mark are Certified Short Form Specification MARKING The pipe shall be marked in accordance with AWWA C900. QUALITY CONTROL Each length of the pipe including the bell shall be hydrostatically tested in accordance with AWWA C900. The pipe shall meet all additional test requirements as described in AWWA C900. Manufacturers full-time quality assurance staff continually administers a rigid program of tests to maintain the production of the best pipe products available. INSTALLATION Instruction procedures are outlined in AWWA C605, Underground Installation of Polyvinyl Chloride (PVC) Pressure Pipe and Fittings for Water. The AWWA Manual M23, PVC Pipe Design and Installation, is also an invaluable resource guide for design and installation. TAPPING The consistent success of tapping PVC pressure pipe is contingent upon the use of proper procedures and equipment. Strict compliance with the requirements as specified in AWWA C605. ASSEMBLING THE PIPE Assembly of PVC water pipe is easily accomplished. A depth of entry mark is on each spigot end to serve as a visual check for rapid, accurate joint inspection. Do not over insert. Smooth Running Jobs BOLTS & NUTS Smooth Running Jobs HEX BOLTS A307 GRADE A SUBMITTAL SPECIFICATIONS ABSTRACT OF ASTM A307 GRADE A GRADE: Low Carbon Steel 60,000 PSI CHEMICAL REQUIREMENTS Chemical analysis shall be performed in accordance with ASTM A751 CARBON MAX MANGANESE MAX PHOPHOROUS MAX SULFER MAX 0.29 1.20 0.04 0.15 MECHANICAL REQUIREMENTS 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 F844-04 (ASME B18.22.1) FINISH Plain Zinc Plated per ASTM B633 Hot Dip Galvanized Per ASTM A153 Cadmium Plated DIMENSIONAL DATA: Unless otherwise specified in the purchase order, parts shall be the coarse threaded series as specified in the latest issue of ANSI / ASME B1.1, page A-26. Having a 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. ADDITINOAL INFORMATION: Additional information can be found in ASTM A307A-07B,, ASTM A563-04A 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** GATE VALVES 2"-12" A-2362 RW GATE VALVES FLG 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" FLG 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 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 & 372† 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-2362-6 *E381 MANUFACTURED IN THE U.S.A. Shown with optional hand wheel † Approved for backflow prevention devices by USC (for 4” - 10” sizes) GATE VALVES 2"-12" A-2362 RW GATE VALVES FLG 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. 8" FLG 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 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 & 372† 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-2362-6 *E381 MANUFACTURED IN THE U.S.A. Shown with optional hand wheel † Approved for backflow prevention devices by USC (for 4” - 10” sizes) GATE VALVES 2"-12" A-2362 RW GATE VALVES FLG 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. 10" FLG 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 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 & 372† 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-2362-6 *E381 MANUFACTURED IN THE U.S.A. Shown with optional hand wheel † Approved for backflow prevention devices by USC (for 4” - 10” sizes) IMPORT DUCTILE IRON FLANGED FITTINGS ANSI / AWWA C110 / A21.10 Class 125 Smooth Running Jobs APPROVED MEMBER GENERAL SPECIFICATIONS MATERIAL: PRESSURE: TESTING: LAYING LENGTH: WEIGHTS: DRILLING: CEMENT LINING: COATING: APPROVALS: DIMENSIONS: INSTALLATION: Ductile iron per ASTM A536 *Flanged fittings *2” – 48” rated at 250 psi. 54” – 64” rated at 150psi. *Note: With rubber annular ring flange gasket, 2” – 24” flanged fittings can be rated at 350 psi. In accordance with ANSI/AWWA C110/A21.10, UL and FM requirements 2" - 48" sizes in accordance with ANSI/AWWA C110/A21.10 and ANSI B16.1 and 54" - 64" sizes in accordance with ANSI/AWWA C153/ A21.53 (fittings not listed in ANSI/AWWA have dimensions per design as noted in the catalog) Are in pounds, unless noted otherwise and do not include accessories, cement lining and coatings In accordance with ANSI/AWWA C110/A21.10, ANSI/AWWA C153/A21.53 and ANSI B16.1 Class 125 Flanges In accordance with ANSI/AWWA C104/A21.4 and UL/NSF-61 -- sizes 1"- 3" single thickness and sizes 4"- 64" double thickness Zinc coating will follow ISO 8179-2 (Zinc Primer) standards. Top Coat Asphaltic seal coat per ANSI/AWWA C104/A21.4 2" - 12" Underwriters Laboratories and ULC Listed and Factory Mutual approved for 300 PSI rating. Please consult factory for detail listing and approvals.. 2" and greater are UL/NSF-61. All dimensions are in inches unless noted otherwise. Per ANSI/AWWA C110 and C111 Smooth Running Jobs In-Building Riser LEAD-FREE* In-Building Risers are used to connect the main fire supply to the building overhead fire system. The fitting passes under the foundation without joints and ex-tends up through the floor. Provided with installation tabs, the unit has a CIPS (Cast Iron Pipe Size) coupler for easy connection to the underground supply (AWWA C900 PVC and Ductile Iron Pipe) and industry standard grooved-end connection IPS (AWWA C606) on the building side for easy connection to the overhead fire sprinkler system. The In-Building Riser features Lead Free* construction to comply with Lead Free* installation requirements. $SSUoYDOs        0DteUiDOs            )eDtXUes   00 PSI 40- End Connections OUTLET:  Includes Coupling & 1" Tap with Plug    : PVC or Ductile Iron pipe AWWA C900 6'x6' standard length (custom lengths from 3' – 20'available) Transition Risers Application J-4000 Triton® Series Ductile Iron Hydrants Refer to our catalog or visit us on the web at Joneswaterproducts.com for the full selection of Wet Barrel Fire Hydrants. •Furnished with cast iron hose caps with 1-1/8", 1-1/2" or 1-3/4" operating nuts. •Non-kinking chains. •Low-zinc silicon bronze stem. •Two O-ring seals on stem insert. •Field-replaceable nozzles. •Removable outlet threads for easy access to disc holder and stem. •Clean aesthetic lines The number of options and combinations provides just about any configuration of ductile iron wet barrel fire hydrant needed. •UL listed and FM approved wet barrel hydrant. •Lead-Free ASTM B584 Alloy C89833, C87600 & C89836 •Meets requirements of AWWA C503. •Cast, manufactured, and assembled inAlbertville, AL, U.S.A. • • Contemporary design features a contouredhead and fluted spool. Produced by Mueller Co. at its Albertville,Alabama plant which assures customers thatstandard orders are filled more rapidly. •Operating pressure up to 350psig/24barg (HP models) TRITON J-4040 TRITON J-4048 TRITON J-4060 Part Number Description Size J-4060 Hydrant Complete - 6 Hole .75 on 9.38 BC - CI Caps 1-1/8 Pent 4" x 2-1/2" x 2-1/2" Note: 4-1/2" Nozzle Option is available for all stated 4" iron outlets. Please make a note on the order if this is required. All Iron Hydrants are regularly furnished with Cast Iron Caps (CI) hydrant general components § Outlet Nozzle Nozzle Cap Inlet Flange Nozzle Cap Cap Op Nut Op Nut on Stem Stem Insert Hydrant Body J4000 Sieries Ductile Iron Hydrant Refer to www.clowvalve.com for more information Part Number Description Size LBI 400A Break-Off Check Valve 8-Hole x 6-Hole W/Blue Coated Hex Nuts 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 Part Number Description Size POB642-8 D.I. 8-Hole PO Hydrant Bury C/L with Gasket 6" x 42" 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 Smooth Running Jobs Ductile Iron Pipe PRESSURE CLASS 350 TYTON-JOINT® PIPE ANSI/AWWA STANDARDS: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. INCHES PSI INCHES POUNDS SIZE PRESSURE CLASS THICKNESS OUTSIDE DIAMETER a BARREL WEIGHT PER FOOT WEIGHT PER LAYING LENGTH b 18-FOOT 20-FOOT 3 — ————— 4 350 0.25 4.80 10.9 205 230 6 350 0.25 6.90 16.0 305 335 8 350 0.25 9.05 21.1 400 445 10 350 0.26 11.10 27.1 515 570 12 350 0.28 13.20 34.8 660 730 14 350 0.31 15.30 44.7 860 945 16 350 0.34 17.40 55.8 1065 1175 IMPORT DUCTILE IRON PUSH-ON COMPACT FITTINGS ANSI/AWWA C153/A21.53 Ductile Iron per ASTM A536. 350 psi Rating for 4”-24". Pressure rating applies to fittings only and not to retaining lugs 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. Are in pounds, unless noted otherwise and 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 Dual Hardness SBR in accordance with ANSI/AWWA C 111/A21.11. All dimensions are in inches unless noted otherwide.. 4”- 12” UL/ULC Listed - 4" AND GREATER UL/ANSI/NSF 61 and 372 - 4"-12" FM Approved. Please consult factory for details. MATERIAL : PRESSURE : TESTING : LAYING LENGTH : WEIGHTS : FLANGES : CEMENT LINING : COATING : GASKETS : DIMENSIONS : APPROVALS : GENERAL SPECIFICATIONS Smooth Running Jobs APPROVEDMEMBER INSTALLATION :Per ANSI/AWWA C600 and C111 using DIP conforming to C150/C151 and PVC pipe conforming to C900/C905 90 Bend Shown RESTRAINTS FIELD LOK 350® Gaskets Product Features •The gold standard for push-on joint restraint. U.S. Pipe's FIELD LOK 350® Gasket is an extremely successful, trouble-free means of joint restraint in 4" - 24" sizes for well over one million Ductile Iron pipe and fitting joint assemblies across North America. •No pipe surface preparation or grooving is required for field cut pipe other than the cut end needing to be beveled as required for any push-on joint spigot end. •Joints are restrained without thrust blocks, bolts, grooves, rods, clamps or retainer glands, resulting in savings of labor, material and time. •Available in 4" - 24" sizes (350 psi) • Providing a boltless, integral restraining system, and shall be rated for 350 psi in accordance with the requirements of ANSI/AWWA C111/A21.11. •Underwriters Laboratories lists the 4"–24" sizes for 350 psi. Factory Mutual, utilizing a safety factor of 4, approves the 4"–16" sizes for 250 psi and the 18"–24" sizes for 200 psi service. Smooth Running Jobs Part Number Description Size 6000000108 Field Lok 350 Gasket for DI Pipe 12" Visit: www.uspipe.com for more information FIELD LOK ®, FIELD LOK 350 ®, TYTON ®, TYTON JOINT ® and TR FLEX ® are Registered Trademarks of U.S. Pipe and Foundry Company. FOR WATER & WASTEWATER, FIRE PROTECTION & INDUSTRIAL APPLICATIONS BOLTS & NUTS Smooth Running Jobs HEX BOLTS GRADE 5 AND 8 SUBMITTAL SPECIFICATIONS Abstract of SAE J429 CHEMICAL REQUIREMENTS Chemical analysis shall be performed in accordance with SAE J429 CARBON MIN MAX PHOPHOROUS MIN MAX SULFER MIN MAX GRADE 5 0.28 0.55 - 0.05 - 0.06 GRADE 8 0.28 0.55 - 0.04 - 0.05 MECHANICAL REQUIREMENTS HARDNESS ROCKWELL MIN MAX TENSILE STRENGTH (KSI) MIN MAX PROOF LOAD (KSI) MIN MAX ELONGATION GRADE 5 C19 C34 105 120 75 85 14 GRADE 8 C33 C39 150 - 120 - 12 GRADE: CARBON STEEL GRADES 1 THOUGH 8 Hex Nuts ASTM A563 Hex Nuts Grade 5 SAE J995 Hex Nuts Grade 8 SAE J995 Washers ASTM F844-00 (ASME B18.22.1) FINISH Plain Zinc Plated Hot Dip Galvanized Blue Xylan 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. Having a class 2A tolerance. Bolts shall have Hex Heads with Dimensions as given in the latest issue of ANSI / ASME B 18.2.1, page C1. ADDITIONAL INFORMATION: Additional information can be found in SAE J429, SAE J995, and ASTM A563. PVC PRESSURE PIPE ANSI/AWWA C900 UL 1285 FM 1612** *See Certification Letter for full explanation and list of exceptions. **FM 1612 calculates pressure ratings differently than AWWA for 4"-12" only with DR 18 as 185 psi and DR 14 as 250 psi. ‡See Installation Guide for more information. Pipe Standard:AWWA C900-16 Diameter Std.:Cast Iron Outside Diameter (CIOD) Nominal Sizes:4", 6", 8", 10", 12", 14", 16", 18", 20", 24", 30", 36" Dimension Ratios & Pressure Ratings: DR 51 – 80 psi DR 41 – 100 psi DR 32.5 – 125 psi DR 25 – 165 psi DR 21 – 200 psi DR 18 – 235 psi (185 psi)** DR 14 – 305 psi (250 psi)** Lay Length:20' [6.1m] Pipe Compound:ASTM D1784 Cell Class 12454 Pipe Joint Std.:ASTM D3139 Max. Angular Joint Deflection:‡1° Gasket Standard:ASTM F477, UL 157 Gasket Material Offerings: Standard – SBR Optional – NBR or EPDM Installation Std.:AWWA C605 Color:Blue Green Purple Certifications:* NSF 14 NSF 61 CSA B137.3 CSA B137.3 CSA B137.3 Applications Potable Water Waste- water Reclaimed Water Only products bearing the NSF Mark are Certified Short Form Specification MARKING The pipe shall be marked in accordance with AWWA C900. QUALITY CONTROL Each length of the pipe including the bell shall be hydrostatically tested in accordance with AWWA C900. The pipe shall meet all additional test requirements as described in AWWA C900. Manufacturers full-time quality assurance staff continually administers a rigid program of tests to maintain the production of the best pipe products available. INSTALLATION Instruction procedures are outlined in AWWA C605, Underground Installation of Polyvinyl Chloride (PVC) Pressure Pipe and Fittings for Water. The AWWA Manual M23, PVC Pipe Design and Installation, is also an invaluable resource guide for design and installation. TAPPING The consistent success of tapping PVC pressure pipe is contingent upon the use of proper procedures and equipment. Strict compliance with the requirements as specified in AWWA C605. ASSEMBLING THE PIPE Assembly of PVC water pipe is easily accomplished. A depth of entry mark is on each spigot end to serve as a visual check for rapid, accurate joint inspection. Do not over insert. Smooth Running Jobs CLEANOUT & VALVE BOXES GRE10RTF Visit binghamandtaylor.com for more information BINGHAM & TAYLOR MARK VTB VALVE BOX SERIES 10 BINGHAM HEAVY MARK VTB TRI CAST IRON VALVE BOX RIM WITH FLANGE GENERAL INFORMATION: Smooth Running Jobs CLEANOUT & VALVE BOXES CUL10LTCVWD-W-Y Visit binghamandtaylor.com for more information BINGHAM & TAYLOR MARK VTB VALVE BOX SERIES 10 BINGHAM MARK VTB CAST IRON TRIANGULAR COVER MARKED "CVWD WATER" YELLOW GENERAL INFORMATION: Smooth Running Jobs