2024-01-09; City Council; 06; Approval of Plans, Specifications and Contract Documents and Authorization to Advertise for Bids for the Valley Street Water Main Replacement Project and the Foxtail Loop — Carlsbad City Council, January 9, 2024 (part 2 of 2)

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Eurofins Calscience is a laboratory within Eurofins Environment Testing Southwest, LLC, a company within Eurofins Environment Testing Group of Companies Job Notes
This report may not be reproduced except in full, and with written approval from the laboratory. The results relate only to the samples tested. For questions please contact the Project Manager at the e-mail address or telephone number listed on this page.

The test results in this report relate only to the samples as received by the laboratory and will meet all requirements of the methodology, with any exceptions noted. This report shall not be reproduced except in full, without the express written approval of the laboratory. All questions should be directed to the Eurofins Calscience Project Manager.

Authorization
Generated
10/26/2023 2:08:36 PM
Authorized for release by
Allyson Chapman, Project Manager I
[email protected]
(714)895-5494

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Client: Atlas Engineering West, Inc.

Project/Site: Tyler Street Sewer Rplc / 10206.000
Laboratory Job ID: 570-156657-1

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Eurofins Calscience
10/26/2023
Cover Page . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 Table of Contents . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3 Definitions/Glossary . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4 Case Narrative . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5 Detection Summary . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7 Client Sample Results . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8 Surrogate Summary . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 19 QC Sample Results . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 21 QC Association Summary . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 43 Lab Chronicle . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 46 Certification Summary . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 47 Method Summary . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 48 Sample Summary . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 49 Chain of Custody . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 50 Receipt Checklists . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 52 1 2
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15 Definitions/Glossary
Job ID: 570-156657-1Client: Atlas Engineering W
est, Inc.

Project/Site: Tyler Street Sewer Rplc / 10206.000
Qualifiers

GC/MS VOA
Qualifier Description
J Result is less than the RL but greater than or equal to the MDL and the concentration is an approximate value.

Qualifier
GC/MS Semi VOA
Qualifier Description
*- LCS and/or LCSD is outside acceptance limits, low biased.

Qualifier
*1 LCS/LCSD RPD exceeds control limits.

J Result is less than the RL but greater than or equal to the MDL and the concentration is an approximate value. me LCS Recovery is within Marginal Exdeedance (ME) control limit range (± 4 SD from the mean).

GC Semi VOA
Qualifier Description
J Result is less than the RL but greater than or equal to the MDL and the concentration is an approximate value.

Qualifier
General Chemistry
Qualifier Description
F3 Duplicate RPD exceeds the control limit
Qualifier
Glossary
These commonly used abbreviations may or may not be present in this report. ¤ Listed under the "D" column to designate that the result is reported on a dry weight basis Abbreviation
%R Percent Recovery
CFL Contains Free Liquid
CFU Colony Forming Unit
CNF Contains No Free Liquid
DER Duplicate Error Ratio (normalized absolute difference) Dil Fac Dilution Factor
DL Detection Limit (DoD/DOE)
DL, RA, RE, IN Indicates a Dilution, Re-analysis, Re-extraction, or additional Initial metals/anion analysis of the sample DLC Decision Level Concentration (Radiochemistry)
EDL Estimated Detection Limit (Dioxin)
LOD Limit of Detection (DoD/DOE)
LOQ Limit of Quantitation (DoD/DOE)
MCL EPA recommended "Maximum Contaminant Level"
MDA Minimum Detectable Activity (Radiochemistry)
MDC Minimum Detectable Concentration (Radiochemistry)
MDL Method Detection Limit
ML Minimum Level (Dioxin)
MPN Most Probable Number
MQL Method Quantitation Limit
NC Not Calculated
ND Not Detected at the reporting limit (or MDL or EDL if shown) NEG Negative / Absent
POS Positive / Present
PQL Practical Quantitation Limit
PRES Presumptive
QC Quality Control
RER Relative Error Ratio (Radiochemistry)
RL Reporting Limit or Requested Limit (Radiochemistry)
RPD Relative Percent Difference, a measure of the relative difference between two points TEF Toxicity Equivalent Factor (Dioxin)
TEQ Toxicity Equivalent Quotient (Dioxin)
TNTC Too Numerous To Count
Eurofins Calscience

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15 Case Narrative
Client: Atlas Engineering W
est, Inc. Job ID: 570-156657-1
Project/Site: Tyler Street Sewer Rplc / 10206.000
Job ID: 570-156657-1
Laboratory: Eurofins Calscience
Narrative
Job Narrative
570-156657-1
Analytical test results meet all requirements of the associated regulatory program listed on the Accreditation/Certification Summary Page unless otherwise noted under the individual analysis. Data qualifiers are applied to indicate exceptions. Noncompliant quality control (QC) is further explained in narrative comments.

Matrix QC may not be reported if insufficient sample or site-specific QC samples were not submitted. In these situations, to demonstrate precision and accuracy at a batch level, a LCS/LCSD may be performed, unless otherwise specified in the method.

Surrogate and/or isotope dilution analyte recoveries (if applicable) which are outside of the QC window are confirmed unless attributed to a dilution or otherwise noted in the narrative.

Regulated compliance samples (e.g. SDWA, NPDES) must comply with the associated agency requirements/permits.

Receipt
The sample was received on 10/13/2023 11:42 AM. Unless otherwise noted below, the sample arrived in good condition, and, where required, properly preserved and on ice. The temperature of the cooler at receipt time was 3.1°C

GC/MS VOA
Method 624.1: The continuing calibration verification (CCV) associated with batch 570-374593 recovered above the upper control limit for Dichlorodifluoromethane. The samples associated with this CCV were non-detects for the affected analytes; therefore, the data have been reported. The associated samples are impacted: MW-1 (570-156657-1) and (CCVIS 570-374593/3).

Method 624.1: Insufficient sample volume was available to perform a matrix spike/matrix spike duplicate (MS/MSD) associated with analytical batch 570-374593. The laboratory control sample (LCS) was performed in duplicate (LCSD) to provide precision data for this batch.

Method 8260B: Insufficient sample volume was available to perform a matrix spike/matrix spike duplicate (MS/MSD) associated with analytical batch 570-374594. The laboratory control sample (LCS) was performed in duplicate (LCSD) to provide precision data for this batch.

Method 8260B: The continuing calibration verification (CCV) associated with batch 570-374594 recovered above the upper control limit for Dichlorodifluoromethane. The samples associated with this CCV were non-detects for the affected analytes; therefore, the data have been reported. The associated samples are impacted: MW-1 (570-156657-1) and (CCVIS 570-374594/3).

No additional analytical or quality issues were noted, other than those described above or in the Definitions/ Glossary page.

GC/MS Semi VOA
Method 625.1: Insufficient sample volume was available to perform a matrix spike/matrix spike duplicate (MS/MSD) associated with preparation batch 570-373879. The laboratory control sample (LCS) was performed in duplicate (LCSD) to provide precision data for this batch.

Method 625.1: The laboratory control sample (LCS) for preparation batch 570-373879 and analytical batch 570-374833 recovered outside acceptance limits for bis (2-chloroisopropyl) ether. There was insufficient sample to perform a re-extraction; therefore, the data have been reported.

Method 625.1: The RPD of the laboratory control sample (LCS) and laboratory control sample duplicate (LCSD) for preparation batch 570-373879 and analytical batch 570-374833 recovered outside control limits for the following analytes: Benzidine.

No additional analytical or quality issues were noted, other than those described above or in the Definitions/ Glossary page.

Pesticides
Method 608.3_Pest: Insufficient sample volume was available to perform a matrix spike/matrix spike duplicate (MS/MSD) associated with Eurofins Calscience

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Client: Atlas Engineering W
est, Inc. Job ID: 570-156657-1
Project/Site: Tyler Street Sewer Rplc / 10206.000
Job ID: 570-156657-1 (Continued)
Laboratory: Eurofins Calscience (Continued)
preparation batch 570-375186. The laboratory control sample (LCS) was performed in duplicate (LCSD) to provide precision data for this batch. 608
No additional analytical or quality issues were noted, other than those described above or in the Definitions/ Glossary page.

Metals
No additional analytical or quality issues were noted, other than those described above or in the Definitions/ Glossary page.

General Chemistry
Method 1664A: Insufficient sample volume was available to perform a matrix spike/matrix spike duplicate (MS/MSD) associated with preparation batch 570-374532. The laboratory control sample (LCS) was performed in duplicate (LCSD) to provide precision data for this batch.

Method 2540D: The sample duplicate (DUP) precision for analytical batch 570-375483 was outside control limits. The associated laboratory control sample / laboratory control sample duplicate (LCS/LCSD) precision was within acceptance limits.

No additional analytical or quality issues were noted, other than those described above or in the Definitions/ Glossary page.

Eurofins Calscience

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Job ID: 570-156657-1Client: Atlas Engineering W
est, Inc.

Project/Site: Tyler Street Sewer Rplc / 10206.000
Client Sample ID: MW-1 Lab Sample ID: 570-156657-1
Tetrachloroethene
RL

1.0 ug/L
Analyte Result Qualifier Unit Dil Fac D Method Prep Type Total/NA118 624.1
Tetrachloroethene 1.0 ug/L Total/NA118 8260B
Endosulfan I 0.0019 ug/L Total/NA10.0025 608.3
Boron 50.0 ug/L Total
Recoverable
1413 200.8
Barium 0.0100 mg/L Total
Recoverable

10.278 6010B
Chromium 0.0500 mg/L Total
Recoverable

10.0594 6010B
Vanadium 0.0100 mg/L Total
Recoverable

10.108 6010B
Mercury 0.000200 mg/L Total/NA10.000595 7470A
Total Dissolved Solids 20.0 mg/L Total/NA11340 SM 2540C Total Suspended Solids 6.67 mg/L Total/NA1430 SM 2540D
Eurofins Calscience
This Detection Summary does not include radiochemical test results.

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Job ID: 570-156657-1Client: Atlas Engineering W
est, Inc.

Project/Site: Tyler Street Sewer Rplc / 10206.000
Method: EPA 624.1 - Volatile Organic Compounds (GC/MS)
Lab Sample ID: 570-156657-1Client Sample ID: MW-1
Matrix: WaterDate Collected: 10/13/23 10:00
Date Received: 10/13/23 11:42
RL
ND 1.0 ug/L 10/17/23 22:12 1
Analyte Dil FacAnalyzedPreparedUnit DResult Qualifier
1,1,1-Trichloroethane

1.0 ug/L 10/17/23 22:12 1ND1,1,2,2-Tetrachloroethane

1.0 ug/L 10/17/23 22:12 1ND1,1-Dichloroethane

1.0 ug/L 10/17/23 22:12 1ND1,1-Dichloroethene

1.0 ug/L 10/17/23 22:12 1ND1,2-Dichlorobenzene

0.50 ug/L 10/17/23 22:12 1ND1,2-Dichloroethane

1.0 ug/L 10/17/23 22:12 1ND1,2-Dichloropropane

1.0 ug/L 10/17/23 22:12 1ND1,3-Dichlorobenzene

1.0 ug/L 10/17/23 22:12 1ND1,4-Dichlorobenzene

0.50 ug/L 10/17/23 22:12 1NDBenzene

1.0 ug/L 10/17/23 22:12 1NDBromodichloromethane

1.0 ug/L 10/17/23 22:12 1NDBromoform

1.0 ug/L 10/17/23 22:12 1NDcis-1,2-Dichloroethene

0.50 ug/L 10/17/23 22:12 1NDcis-1,3-Dichloropropene

0.50 ug/L 10/17/23 22:12 1NDCarbon tetrachloride

1.0 ug/L 10/17/23 22:12 1NDChlorobenzene

1.0 ug/L 10/17/23 22:12 1NDChloroethane

1.0 ug/L 10/17/23 22:12 1NDChloroform

1.0 ug/L 10/17/23 22:12 1NDDibromochloromethane

1.0 ug/L 10/17/23 22:12 1NDDichlorodifluoromethane

1.0 ug/L 10/17/23 22:12 1NDEthylbenzene

2.0 ug/L 10/17/23 22:12 1NDMethylene Chloride

1.0 ug/L 10/17/23 22:12 1NDMethyl-t-Butyl Ether (MTBE)

1.0 ug/L 10/17/23 22:12 1NDo-Xylene

1.0 ug/L 10/17/23 22:12 1NDm,p-Xylene

1.0 ug/L 10/17/23 22:12 1NDtrans-1,2-Dichloroethene

0.50 ug/L 10/17/23 22:12 1NDtrans-1,3-Dichloropropene

1.0 ug/L 10/17/23 22:12 118Tetrachloroethene

1.0 ug/L 10/17/23 22:12 1NDToluene

1.0 ug/L 10/17/23 22:12 1NDTrichloroethene

5.0 ug/L 10/17/23 22:12 1NDTrichlorofluoromethane

0.50 ug/L 10/17/23 22:12 1NDVinyl chloride
1,2-Dichloroethane-d4 (Surr) 107 60 - 140 10/17/23 22:12 1 Surrogate Dil FacAnalyzedPreparedQualifier Limits%Recovery 4-Bromofluorobenzene (Surr) 94 10/17/23 22:12 160 - 140 Dibromofluoromethane 113 10/17/23 22:12 160 - 140
Toluene-d8 (Surr) 105 10/17/23 22:12 160 - 140
Eurofins Calscience

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Job ID: 570-156657-1Client: Atlas Engineering W
est, Inc.

Project/Site: Tyler Street Sewer Rplc / 10206.000
Method: EPA 624.1 - Volatile Organic Compounds (GC/MS) - RA Lab Sample ID: 570-156657-1Client Sample ID: MW-1
Matrix: WaterDate Collected: 10/13/23 10:00
Date Received: 10/13/23 11:42
RL
ND 5.0 ug/L 10/23/23 13:49 1
Analyte Dil FacAnalyzedPreparedUnit DResult Qualifier
Bromomethane

1.0 ug/L 10/23/23 13:49 1NDChloromethane
1,2-Dichloroethane-d4 (Surr) 107 60 - 140 10/23/23 13:49 1 Surrogate Dil FacAnalyzedPreparedQualifier Limits%Recovery 4-Bromofluorobenzene (Surr) 100 10/23/23 13:49 160 - 140 Dibromofluoromethane 102 10/23/23 13:49 160 - 140
Toluene-d8 (Surr) 100 10/23/23 13:49 160 - 140
Eurofins Calscience

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Job ID: 570-156657-1Client: Atlas Engineering W
est, Inc.

Project/Site: Tyler Street Sewer Rplc / 10206.000
Method: SW846 8260B - Volatile Organic Compounds (GC/MS) Lab Sample ID: 570-156657-1Client Sample ID: MW-1
Matrix: WaterDate Collected: 10/13/23 10:00
Date Received: 10/13/23 11:42
RL
ND 2.0 ug/L 10/17/23 22:12 1
Analyte Dil FacAnalyzedPreparedUnit DResult Qualifier
1,1,1,2-Tetrachloroethane

1.0 ug/L 10/17/23 22:12 1ND1,1,1-Trichloroethane

1.0 ug/L 10/17/23 22:12 1ND1,1,2,2-Tetrachloroethane
10 ug/L 10/17/23 22:12 1ND1,1,2-Trichloro-1,2,2-trifluoroethane

1.0 ug/L 10/17/23 22:12 1ND1,1,2-Trichloroethane

1.0 ug/L 10/17/23 22:12 1ND1,1-Dichloroethane

1.0 ug/L 10/17/23 22:12 1ND1,1-Dichloroethene

1.0 ug/L 10/17/23 22:12 1ND1,1-Dichloropropene

1.0 ug/L 10/17/23 22:12 1ND1,2,3-Trichlorobenzene

5.0 ug/L 10/17/23 22:12 1ND1,2,3-Trichloropropane

1.0 ug/L 10/17/23 22:12 1ND1,2,4-Trichlorobenzene

1.0 ug/L 10/17/23 22:12 1ND1,2,4-Trimethylbenzene
10 ug/L 10/17/23 22:12 1ND1,2-Dibromo-3-Chloropropane

1.0 ug/L 10/17/23 22:12 1ND1,2-Dibromoethane

1.0 ug/L 10/17/23 22:12 1ND1,2-Dichlorobenzene

0.50 ug/L 10/17/23 22:12 1ND1,2-Dichloroethane

1.0 ug/L 10/17/23 22:12 1ND1,2-Dichloropropane

1.0 ug/L 10/17/23 22:12 1ND1,3,5-Trimethylbenzene

1.0 ug/L 10/17/23 22:12 1ND1,3-Dichlorobenzene

1.0 ug/L 10/17/23 22:12 1ND1,3-Dichloropropane

1.0 ug/L 10/17/23 22:12 1ND1,4-Dichlorobenzene

1.0 ug/L 10/17/23 22:12 1ND2,2-Dichloropropane
10 ug/L 10/17/23 22:12 1ND2-Butanone

1.0 ug/L 10/17/23 22:12 1ND2-Chlorotoluene
10 ug/L 10/17/23 22:12 1ND2-Hexanone

1.0 ug/L 10/17/23 22:12 1ND4-Chlorotoluene
10 ug/L 10/17/23 22:12 1ND4-Methyl-2-pentanone
10 ug/L 10/17/23 22:12 1NDAcetone

0.50 ug/L 10/17/23 22:12 1NDBenzene

1.0 ug/L 10/17/23 22:12 1NDBromobenzene

2.0 ug/L 10/17/23 22:12 1NDBromochloromethane

1.0 ug/L 10/17/23 22:12 1NDBromodichloromethane

5.0 ug/L 10/17/23 22:12 1NDBromoform
25 ug/L 10/17/23 22:12 1NDBromomethane
10 ug/L 10/17/23 22:12 1NDCarbon disulfide

0.50 ug/L 10/17/23 22:12 1NDCarbon tetrachloride

1.0 ug/L 10/17/23 22:12 1NDChlorobenzene

5.0 ug/L 10/17/23 22:12 1NDChloroethane

1.0 ug/L 10/17/23 22:12 1NDChloroform
10 ug/L 10/17/23 22:12 1NDChloromethane

1.0 ug/L 10/17/23 22:12 1NDcis-1,2-Dichloroethene

0.50 ug/L 10/17/23 22:12 1NDcis-1,3-Dichloropropene

2.0 ug/L 10/17/23 22:12 1NDDibromochloromethane

1.0 ug/L 10/17/23 22:12 1NDDibromomethane

5.0 ug/L 10/17/23 22:12 1NDDichlorodifluoromethane

1.0 ug/L 10/17/23 22:12 1NDEthylbenzene

1.0 ug/L 10/17/23 22:12 1NDIsopropylbenzene

2.0 ug/L 10/17/23 22:12 1NDm,p-Xylene
10 ug/L 10/17/23 22:12 1NDMethylene Chloride
Eurofins Calscience

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Job ID: 570-156657-1Client: Atlas Engineering W
est, Inc.

Project/Site: Tyler Street Sewer Rplc / 10206.000
Method: SW846 8260B - Volatile Organic Compounds (GC/MS) (Continued) Lab Sample ID: 570-156657-1Client Sample ID: MW-1
Matrix: WaterDate Collected: 10/13/23 10:00
Date Received: 10/13/23 11:42
RL
ND 1.0 ug/L 10/17/23 22:12 1
Analyte Dil FacAnalyzedPreparedUnit DResult Qualifier
Methyl-t-Butyl Ether (MTBE)
10 ug/L 10/17/23 22:12 1NDNaphthalene

1.0 ug/L 10/17/23 22:12 1NDn-Butylbenzene

1.0 ug/L 10/17/23 22:12 1NDN-Propylbenzene

1.0 ug/L 10/17/23 22:12 1NDo-Xylene

1.0 ug/L 10/17/23 22:12 1NDp-Isopropyltoluene

1.0 ug/L 10/17/23 22:12 1NDsec-Butylbenzene

1.0 ug/L 10/17/23 22:12 1NDStyrene

1.0 ug/L 10/17/23 22:12 1NDtert-Butylbenzene

1.0 ug/L 10/17/23 22:12 118Tetrachloroethene

1.0 ug/L 10/17/23 22:12 1NDToluene

1.0 ug/L 10/17/23 22:12 1NDtrans-1,2-Dichloroethene

0.50 ug/L 10/17/23 22:12 1NDtrans-1,3-Dichloropropene

1.0 ug/L 10/17/23 22:12 1NDTrichloroethene
10 ug/L 10/17/23 22:12 1NDTrichlorofluoromethane
10 ug/L 10/17/23 22:12 1NDVinyl acetate

0.50 ug/L 10/17/23 22:12 1NDVinyl chloride
1,2-Dichloroethane-d4 (Surr) 107 70 - 123 10/17/23 22:12 1 Surrogate Dil FacAnalyzedPreparedQualifier Limits%Recovery 4-Bromofluorobenzene (Surr) 94 10/17/23 22:12 180 - 120 Dibromofluoromethane (Surr) 113 10/17/23 22:12 178 - 120 Toluene-d8 (Surr) 105 10/17/23 22:12 180 - 120
Eurofins Calscience

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Job ID: 570-156657-1Client: Atlas Engineering W
est, Inc.

Project/Site: Tyler Street Sewer Rplc / 10206.000
Method: EPA 625.1 - Semivolatile Organic Compounds (GC/MS) Lab Sample ID: 570-156657-1Client Sample ID: MW-1
Matrix: WaterDate Collected: 10/13/23 10:00
Date Received: 10/13/23 11:42
RL
ND 9.7 ug/L 10/16/23 08:28 10/18/23 20:06 1
Analyte Dil FacAnalyzedPreparedUnit DResult Qualifier
1,2,4-Trichlorobenzene

9.7 ug/L 10/16/23 08:28 10/18/23 20:06 1ND1,2-Diphenylhydrazine(as Azobenzene)

9.7 ug/L 10/16/23 08:28 10/18/23 20:06 1ND2,4,6-Trichlorophenol

9.7 ug/L 10/16/23 08:28 10/18/23 20:06 1ND2,4-Dichlorophenol

9.7 ug/L 10/16/23 08:28 10/18/23 20:06 1ND2,4-Dimethylphenol 48 ug/L 10/16/23 08:28 10/18/23 20:06 1ND2,4-Dinitrophenol

9.7 ug/L 10/16/23 08:28 10/18/23 20:06 1ND2,4-Dinitrotoluene

9.7 ug/L 10/16/23 08:28 10/18/23 20:06 1ND2,6-Dinitrotoluene

9.7 ug/L 10/16/23 08:28 10/18/23 20:06 1ND2-Chloronaphthalene

9.7 ug/L 10/16/23 08:28 10/18/23 20:06 1ND2-Chlorophenol

9.7 ug/L 10/16/23 08:28 10/18/23 20:06 1ND2-Nitrophenol

9.7 ug/L 10/16/23 08:28 10/18/23 20:06 1ND3,3'-Dichlorobenzidine 48 ug/L 10/16/23 08:28 10/18/23 20:06 1ND4,6-Dinitro-2-methylphenol

9.7 ug/L 10/16/23 08:28 10/18/23 20:06 1ND4-Bromophenyl phenyl ether

9.7 ug/L 10/16/23 08:28 10/18/23 20:06 1ND4-Chloro-3-methylphenol

9.7 ug/L 10/16/23 08:28 10/18/23 20:06 1ND4-Chlorophenyl phenyl ether

9.7 ug/L 10/16/23 08:28 10/18/23 20:06 1ND4-Nitrophenol

9.7 ug/L 10/16/23 08:28 10/18/23 20:06 1NDAcenaphthene

9.7 ug/L 10/16/23 08:28 10/18/23 20:06 1NDAcenaphthylene

9.7 ug/L 10/16/23 08:28 10/18/23 20:06 1NDAnthracene
48 ug/L 10/16/23 08:28 10/18/23 20:06 1ND *- *1Benzidine

9.7 ug/L 10/16/23 08:28 10/18/23 20:06 1NDBenzo[a]anthracene

9.7 ug/L 10/16/23 08:28 10/18/23 20:06 1NDBenzo[a]pyrene

9.7 ug/L 10/16/23 08:28 10/18/23 20:06 1NDBenzo[b]fluoranthene

9.7 ug/L 10/16/23 08:28 10/18/23 20:06 1NDBenzo[g,h,i]perylene

9.7 ug/L 10/16/23 08:28 10/18/23 20:06 1NDBenzo[k]fluoranthene

9.7 ug/L 10/16/23 08:28 10/18/23 20:06 1NDBis (2-chloroethoxy) methane 24 ug/L 10/16/23 08:28 10/18/23 20:06 1NDBis(2-chloroethyl)ether

9.7 ug/L 10/16/23 08:28 10/18/23 20:06 1ND *-bis (2-chloroisopropyl) ether

9.7 ug/L 10/16/23 08:28 10/18/23 20:06 1NDBis(2-ethylhexyl) phthalate

9.7 ug/L 10/16/23 08:28 10/18/23 20:06 1NDButyl benzyl phthalate

9.7 ug/L 10/16/23 08:28 10/18/23 20:06 1NDChrysene

9.7 ug/L 10/16/23 08:28 10/18/23 20:06 1NDDibenz(a,h)anthracene

9.7 ug/L 10/16/23 08:28 10/18/23 20:06 1NDDiethyl phthalate

9.7 ug/L 10/16/23 08:28 10/18/23 20:06 1NDDimethyl phthalate

9.7 ug/L 10/16/23 08:28 10/18/23 20:06 1NDDi-n-butyl phthalate

9.7 ug/L 10/16/23 08:28 10/18/23 20:06 1NDDi-n-octyl phthalate

9.7 ug/L 10/16/23 08:28 10/18/23 20:06 1NDFluoranthene

9.7 ug/L 10/16/23 08:28 10/18/23 20:06 1NDFluorene

9.7 ug/L 10/16/23 08:28 10/18/23 20:06 1NDHexachloro-1,3-butadiene

9.7 ug/L 10/16/23 08:28 10/18/23 20:06 1NDHexachlorobenzene 24 ug/L 10/16/23 08:28 10/18/23 20:06 1NDHexachlorocyclopentadiene

9.7 ug/L 10/16/23 08:28 10/18/23 20:06 1NDHexachloroethane

9.7 ug/L 10/16/23 08:28 10/18/23 20:06 1NDIndeno[1,2,3-cd]pyrene

9.7 ug/L 10/16/23 08:28 10/18/23 20:06 1NDIsophorone

9.7 ug/L 10/16/23 08:28 10/18/23 20:06 1NDNaphthalene
24 ug/L 10/16/23 08:28 10/18/23 20:06 1NDNitrobenzene

9.7 ug/L 10/16/23 08:28 10/18/23 20:06 1NDN-Nitrosodimethylamine

9.7 ug/L 10/16/23 08:28 10/18/23 20:06 1NDN-Nitrosodi-n-propylamine Eurofins Calscience

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Job ID: 570-156657-1Client: Atlas Engineering W
est, Inc.

Project/Site: Tyler Street Sewer Rplc / 10206.000
Method: EPA 625.1 - Semivolatile Organic Compounds (GC/MS) (Continued) Lab Sample ID: 570-156657-1Client Sample ID: MW-1
Matrix: WaterDate Collected: 10/13/23 10:00
Date Received: 10/13/23 11:42
RL
ND 9.7 ug/L 10/16/23 08:28 10/18/23 20:06 1
Analyte Dil FacAnalyzedPreparedUnit DResult Qualifier
N-Nitrosodiphenylamine

9.7 ug/L 10/16/23 08:28 10/18/23 20:06 1NDPentachlorophenol

9.7 ug/L 10/16/23 08:28 10/18/23 20:06 1NDPhenanthrene

9.7 ug/L 10/16/23 08:28 10/18/23 20:06 1NDPhenol

9.7 ug/L 10/16/23 08:28 10/18/23 20:06 1NDPyrene
2,4,6-Tribromophenol (Surr) 80 33 - 139 10/16/23 08:28 10/18/23 20:06 1 Surrogate Dil FacAnalyzedPreparedQualifier Limits%Recovery 2-Fluorobiphenyl (Surr) 63 10/16/23 08:28 10/18/23 20:06 133 - 126 2-Fluorophenol (Surr) 47 10/16/23 08:28 10/18/23 20:06 112 - 120 Nitrobenzene-d5 (Surr) 67 10/16/23 08:28 10/18/23 20:06 136 - 120 Phenol-d6 (Surr) 27 10/16/23 08:28 10/18/23 20:06 110 - 120 p-Terphenyl-d14 (Surr) 73 10/16/23 08:28 10/18/23 20:06 147 - 131 Eurofins Calscience

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Job ID: 570-156657-1Client: Atlas Engineering W
est, Inc.

Project/Site: Tyler Street Sewer Rplc / 10206.000
Method: EPA 608.3 - Organochlorine Pesticides in Water
Lab Sample ID: 570-156657-1Client Sample ID: MW-1
Matrix: WaterDate Collected: 10/13/23 10:00
Date Received: 10/13/23 11:42
RL
ND 0.0097 ug/L 10/19/23 08:39 10/20/23 14:43 1
Analyte Dil FacAnalyzedPreparedUnit DResult Qualifier
4,4'-DDD

0.0048 ug/L 10/19/23 08:39 10/20/23 14:43 1ND4,4'-DDE

0.0048 ug/L 10/19/23 08:39 10/20/23 14:43 1ND4,4'-DDT

0.0048 ug/L 10/19/23 08:39 10/20/23 14:43 1NDAldrin

0.048 ug/L 10/19/23 08:39 10/20/23 14:43 1NDalpha-Chlordane

0.0019 ug/L 10/19/23 08:39 10/20/23 14:43 1NDalpha-BHC

0.0072 ug/L 10/19/23 08:39 10/20/23 14:43 1NDbeta-BHC

0.0048 ug/L 10/19/23 08:39 10/20/23 14:43 1NDdelta-BHC

0.0048 ug/L 10/19/23 08:39 10/20/23 14:43 1NDDieldrin

0.0019 ug/L 10/19/23 08:39 10/20/23 14:43 10.0025Endosulfan I

0.0097 ug/L 10/19/23 08:39 10/20/23 14:43 1NDEndosulfan II

0.0048 ug/L 10/19/23 08:39 10/20/23 14:43 1NDEndosulfan sulfate

0.0048 ug/L 10/19/23 08:39 10/20/23 14:43 1NDEndrin

0.048 ug/L 10/19/23 08:39 10/20/23 14:43 1NDEndrin aldehyde

0.0048 ug/L 10/19/23 08:39 10/20/23 14:43 1NDEndrin ketone

0.014 ug/L 10/19/23 08:39 10/20/23 14:43 1NDgamma-Chlordane

0.0019 ug/L 10/19/23 08:39 10/20/23 14:43 1NDgamma-BHC (Lindane)

0.0019 ug/L 10/19/23 08:39 10/20/23 14:43 1NDHeptachlor

0.0097 ug/L 10/19/23 08:39 10/20/23 14:43 1NDHeptachlor epoxide

0.0097 ug/L 10/19/23 08:39 10/20/23 14:43 1NDMethoxychlor Tetrachloro-m-xylene (Surr) 54 20 - 139 10/19/23 08:39 10/20/23 14:43 1 Surrogate Dil FacAnalyzedPreparedQualifier Limits%Recovery DCB Decachlorobiphenyl (Surr) 69 10/19/23 08:39 10/20/23 14:43 120 - 154 Eurofins Calscience

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Job ID: 570-156657-1Client: Atlas Engineering W
est, Inc.

Project/Site: Tyler Street Sewer Rplc / 10206.000
Method: EPA 200.8 - Metals (ICP/MS) - Total Recoverable Lab Sample ID: 570-156657-1Client Sample ID: MW-1
Matrix: WaterDate Collected: 10/13/23 10:00
Date Received: 10/13/23 11:42
RL
413 50.0 ug/L 10/17/23 06:51 10/18/23 17:22 1
Analyte Dil FacAnalyzedPreparedUnit DResult Qualifier
Boron
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15 Client Sample Results
Job ID: 570-156657-1Client: Atlas Engineering W
est, Inc.

Project/Site: Tyler Street Sewer Rplc / 10206.000
Method: SW846 6010B - Metals (ICP) - Total Recoverable
Lab Sample ID: 570-156657-1Client Sample ID: MW-1
Matrix: WaterDate Collected: 10/13/23 10:00
Date Received: 10/13/23 11:42
RL
ND 0.100 mg/L 10/16/23 07:51 10/17/23 15:58 1
Analyte Dil FacAnalyzedPreparedUnit DResult Qualifier
Antimony

0.100 mg/L 10/16/23 07:51 10/17/23 15:58 1NDArsenic

0.0100 mg/L 10/16/23 07:51 10/17/23 15:58 10.278Barium

0.0100 mg/L 10/16/23 07:51 10/17/23 15:58 1NDBeryllium

0.0100 mg/L 10/16/23 07:51 10/17/23 15:58 1NDCadmium

0.0500 mg/L 10/16/23 07:51 10/17/23 15:58 10.0594Chromium

0.0500 mg/L 10/16/23 07:51 10/17/23 15:58 1NDCobalt

0.0500 mg/L 10/16/23 07:51 10/17/23 15:58 1NDCopper

0.0500 mg/L 10/16/23 07:51 10/17/23 15:58 1NDLead

0.0500 mg/L 10/16/23 07:51 10/17/23 15:58 1NDMolybdenum

0.0500 mg/L 10/16/23 07:51 10/17/23 15:58 1NDNickel

0.0500 mg/L 10/16/23 07:51 10/17/23 15:58 1NDSelenium

0.0100 mg/L 10/16/23 07:51 10/17/23 15:58 1NDSilver

0.0500 mg/L 10/16/23 07:51 10/17/23 15:58 1NDThallium

0.0100 mg/L 10/16/23 07:51 10/17/23 15:58 10.108Vanadium

0.250 mg/L 10/16/23 07:51 10/17/23 15:58 1NDZinc
Eurofins Calscience

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Job ID: 570-156657-1Client: Atlas Engineering W
est, Inc.

Project/Site: Tyler Street Sewer Rplc / 10206.000
Method: SW846 7470A - Mercury (CVAA)
Lab Sample ID: 570-156657-1Client Sample ID: MW-1
Matrix: WaterDate Collected: 10/13/23 10:00
Date Received: 10/13/23 11:42
RL

0.000595 0.000200 mg/L 10/16/23 15:37 10/17/23 20:34 1
Analyte Dil FacAnalyzedPreparedUnit DResult Qualifier
Mercury
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Job ID: 570-156657-1Client: Atlas Engineering W
est, Inc.

Project/Site: Tyler Street Sewer Rplc / 10206.000
General Chemistry
Lab Sample ID: 570-156657-1Client Sample ID: MW-1
Matrix: WaterDate Collected: 10/13/23 10:00
Date Received: 10/13/23 11:42
RL
ND 0.951 mg/L 10/17/23 17:01 10/18/23 17:58 1
Analyte Dil FacAnalyzedPreparedUnit DResult Qualifier
HEM: Oil and Grease (1664A)

0.951 mg/L 10/17/23 17:01 10/18/23 17:58 1NDHEM-SGT: Oil and Grease (1664A)

20.0 mg/L 10/19/23 14:07 11340Total Dissolved Solids (SM 2540C)

6.67 mg/L 10/19/23 19:27 1430Total Suspended Solids (SM 2540D)

2.00 mg/L 10/14/23 10:24 10/19/23 11:22 1NDBiochemical Oxygen Demand (SM 5210B)
Eurofins Calscience

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15 Surrogate Summary
Job ID: 570-156657-1Client: Atlas Engineering W
est, Inc.

Project/Site: Tyler Street Sewer Rplc / 10206.000
Method: 624.1 - Volatile Organic Compounds (GC/MS)
Prep Type: Total/NAMatrix: Water
Lab Sample ID Client Sample ID (60-140) (60-140) (60-140) (60-140)

DCA BFB DBFM TOL
107 94 113 105570-156657-1
Percent Surrogate Recovery (Acceptance Limits)
MW-1
107 100 102 100570-156657-1 - RA MW-1
106 99 105 98LCS 570-374593/4 Lab Control Sample
105 101 103 101LCS 570-376130/4 Lab Control Sample
105 96 106 99LCSD 570-374593/5 Lab Control Sample Dup
108 100 105 101LCSD 570-376130/5 Lab Control Sample Dup 106 94 113 102MB 570-374593/7 Method Blank
106 99 101 102MB 570-376130/8 Method Blank
Surrogate Legend
DCA
= 1,2-Dichloroethane-d4 (Surr)
BFB = 4-Bromofluorobenzene (Surr)
DBFM = Dibromofluoromethane
TOL = Toluene-d8 (Surr)
Method: 8260B - Volatile Organic Compounds (GC/MS)
Prep T
ype: Total/NAMatrix: Water
Lab Sample ID Client Sample ID (70-123) (80-120) (78-120) (80-120)

DCA BFB DBFM TOL
107 94 113 105570-156657-1
Percent Surrogate Recovery (Acceptance Limits)
MW-1
106 99 105 98LCS 570-374594/4 Lab Control Sample
105 96 106 99LCSD 570-374594/5 Lab Control Sample Dup
106 94 113 102MB 570-374594/7 Method Blank
Surrogate Legend
DCA
= 1,2-Dichloroethane-d4 (Surr)
BFB = 4-Bromofluorobenzene (Surr)
DBFM = Dibromofluoromethane (Surr)
TOL = Toluene-d8 (Surr)
Method: 625.1 - Semivolatile Organic Compounds (GC/MS)
Prep T
ype: Total/NAMatrix: Water
Lab Sample ID Client Sample ID (33-139) (33-126) (12-120) (36-120) (10-120) (47-131) TBP FBP 2FP NBZ PHL6 TPHd14
80 63 47 67 27 73570-156657-1
Percent Surrogate Recovery (Acceptance Limits)
MW-1
92 84 60 3482 87LCS 570-373879/2-A Lab Control Sample
94 85 54 3377 97LCSD 570-373879/3-A Lab Control Sample Dup 66 75 54 3075 85MB 570-373879/1-A Method Blank
Surrogate Legend
TBP
= 2,4,6-Tribromophenol (Surr)
FBP = 2-Fluorobiphenyl (Surr)
2FP = 2-Fluorophenol (Surr)
NBZ = Nitrobenzene-d5 (Surr)
PHL6 = Phenol-d6 (Surr)
TPHd14 = p-Terphenyl-d14 (Surr)
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Job ID: 570-156657-1Client: Atlas Engineering W
est, Inc.

Project/Site: Tyler Street Sewer Rplc / 10206.000
Method: 608.3 - Organochlorine Pesticides in Water
Prep Type: Total/NAMatrix: Water
Lab Sample ID Client Sample ID (20-139) (20-154)
TCX1 DCB1
54 69570-156657-1
Percent Surrogate Recovery (Acceptance Limits)
MW-1
72 87LCS 570-375186/2-A Lab Control Sample
Surrogate Legend
TCX = T
etrachloro-m-xylene (Surr)
DCB = DCB Decachlorobiphenyl (Surr)
Method: 608.3 - Organochlorine Pesticides in Water
Prep T
ype: Total/NAMatrix: Water
Lab Sample ID Client Sample ID (20-139) (20-154)
TCX2 DCB1
73 81LCSD 570-375186/3-A
Percent Surrogate Recovery (Acceptance Limits)
Lab Control Sample Dup
69 85MB 570-375186/1-A Method Blank
Surrogate Legend
TCX = T
etrachloro-m-xylene (Surr)
DCB = DCB Decachlorobiphenyl (Surr)
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15 QC Sample Results
Job ID: 570-156657-1Client: Atlas Engineering W
est, Inc.

Project/Site: Tyler Street Sewer Rplc / 10206.000
Method: 624.1 - Volatile Organic Compounds (GC/MS)
Client Sample ID: Method BlankLab Sample ID: MB 570-374593/7 Matrix: Water Prep Type: Total/NA
Analysis Batch: 374593
RL
1,1,1-Trichloroethane ND 1.0 ug/L 10/17/23 21:25 1
MB MB
Analyte Dil FacAnalyzedPreparedDUnitResult Qualifier
ND 1.0 ug/L 10/17/23 21:25 11,1,2,2-Tetrachloroethane
ND 1.0 ug/L 10/17/23 21:25 11,1-Dichloroethane
ND 1.0 ug/L 10/17/23 21:25 11,1-Dichloroethene
ND 1.0 ug/L 10/17/23 21:25 11,2-Dichlorobenzene
ND 0.50 ug/L 10/17/23 21:25 11,2-Dichloroethane
ND 1.0 ug/L 10/17/23 21:25 11,2-Dichloropropane
ND 1.0 ug/L 10/17/23 21:25 11,3-Dichlorobenzene
ND 1.0 ug/L 10/17/23 21:25 11,4-Dichlorobenzene
ND 0.50 ug/L 10/17/23 21:25 1Benzene
ND 1.0 ug/L 10/17/23 21:25 1Bromodichloromethane
ND 1.0 ug/L 10/17/23 21:25 1Bromoform
ND 5.0 ug/L 10/17/23 21:25 1Bromomethane
ND 1.0 ug/L 10/17/23 21:25 1cis-1,2-Dichloroethene
ND 0.50 ug/L 10/17/23 21:25 1cis-1,3-Dichloropropene
ND 0.50 ug/L 10/17/23 21:25 1Carbon tetrachloride
ND 1.0 ug/L 10/17/23 21:25 1Chlorobenzene
ND 1.0 ug/L 10/17/23 21:25 1Chloroethane
ND 1.0 ug/L 10/17/23 21:25 1Chloroform
ND 1.0 ug/L 10/17/23 21:25 1Chloromethane
ND 1.0 ug/L 10/17/23 21:25 1Dibromochloromethane
ND 1.0 ug/L 10/17/23 21:25 1Dichlorodifluoromethane
ND 1.0 ug/L 10/17/23 21:25 1Ethylbenzene
ND 2.0 ug/L 10/17/23 21:25 1Methylene Chloride
ND 1.0 ug/L 10/17/23 21:25 1Methyl-t-Butyl Ether (MTBE) ND 1.0 ug/L 10/17/23 21:25 1o-Xylene
ND 1.0 ug/L 10/17/23 21:25 1m,p-Xylene
ND 1.0 ug/L 10/17/23 21:25 1trans-1,2-Dichloroethene
ND 0.50 ug/L 10/17/23 21:25 1trans-1,3-Dichloropropene
ND 1.0 ug/L 10/17/23 21:25 1Tetrachloroethene
ND 1.0 ug/L 10/17/23 21:25 1Toluene
ND 1.0 ug/L 10/17/23 21:25 1Trichloroethene
ND 5.0 ug/L 10/17/23 21:25 1Trichlorofluoromethane
ND 0.50 ug/L 10/17/23 21:25 1Vinyl chloride
1,2-Dichloroethane-d4 (Surr) 106 60 - 140 10/17/23 21:25 1 MB MB
Surrogate Dil FacPrepared AnalyzedQualifier Limits%Recovery 94 10/17/23 21:25 14-Bromofluorobenzene (Surr) 60 - 140 113 10/17/23 21:25 1Dibromofluoromethane 60 - 140
102 10/17/23 21:25 1Toluene-d8 (Surr) 60 - 140
Client Sample ID: Lab Control SampleLab Sample ID: LCS 570-374593/4 Matrix: Water Prep Type: Total/NA
Analysis Batch: 374593
1,1,1-Trichloroethane 20.0 18.30 ug/L 92 70 - 130
Analyte

LCS LCS
DUnitResult Qualifier %Rec
Spike
Added
%Rec
Limits
1,1,2,2-Tetrachloroethane 20.0 20.38 ug/L 102 60 - 140
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Job ID: 570-156657-1Client: Atlas Engineering W
est, Inc.

Project/Site: Tyler Street Sewer Rplc / 10206.000
Method: 624.1 - Volatile Organic Compounds (GC/MS) (Continued) Client Sample ID: Lab Control SampleLab Sample ID: LCS 570-374593/4 Matrix: Water Prep Type: Total/NA
Analysis Batch: 374593
1,1-Dichloroethane 20.0 20.70 ug/L 104 70 - 130
Analyte

LCS LCS
DUnitResult Qualifier %Rec
Spike
Added
%Rec
Limits
1,1-Dichloroethene 20.0 20.37 ug/L 102 50 - 150
1,2-Dichlorobenzene 20.0 19.89 ug/L 99 65 - 135
1,2-Dichloroethane 20.0 18.98 ug/L 95 70 - 130
1,2-Dichloropropane 20.0 18.84 ug/L 94 35 - 165
1,3-Dichlorobenzene 20.0 19.26 ug/L 96 70 - 130
1,4-Dichlorobenzene 20.0 18.57 ug/L 93 65 - 135
Benzene 20.0 18.78 ug/L 94 65 - 135
Bromodichloromethane 20.0 19.63 ug/L 98 65 - 135
Bromoform 20.0 19.09 ug/L 95 70 - 130
Bromomethane 20.0 15.94 ug/L 80 15 - 185
cis-1,2-Dichloroethene 20.0 18.51 ug/L 93 60 - 140
cis-1,3-Dichloropropene 20.0 17.69 ug/L 88 25 - 175
Carbon tetrachloride 20.0 17.87 ug/L 89 70 - 130
Chlorobenzene 20.0 19.32 ug/L 97 65 - 135
Chloroethane 20.0 22.16 ug/L 111 40 - 160
Chloroform 20.0 19.21 ug/L 96 70 - 135
Chloromethane 20.0 18.99 ug/L 95 1 - 205
Dibromochloromethane 20.0 19.95 ug/L 100 70 - 135
Dichlorodifluoromethane 20.0 22.35 ug/L 112 60 - 140
Ethylbenzene 20.0 17.94 ug/L 90 60 - 140
Methylene Chloride 20.0 19.49 ug/L 97 60 - 140
Methyl-t-Butyl Ether (MTBE) 20.0 18.39 ug/L 92 60 - 140 o-Xylene 20.0 18.29 ug/L 91 60 - 140
m,p-Xylene 40.0 37.68 ug/L 94 60 - 140
trans-1,2-Dichloroethene 20.0 19.51 ug/L 98 70 - 130
trans-1,3-Dichloropropene 20.0 19.43 ug/L 97 50 - 150
Tetrachloroethene 20.0 18.74 ug/L 94 70 - 130
Toluene 20.0 18.48 ug/L 92 70 - 130
Trichloroethene 20.0 18.34 ug/L 92 65 - 135
Trichlorofluoromethane 20.0 21.30 ug/L 107 50 - 150
Vinyl chloride 20.0 20.73 ug/L 104 5 - 195
1,2-Dichloroethane-d4 (Surr) 60 - 140
Surrogate
106

LCS LCS
Qualifier Limits%Recovery
994-Bromofluorobenzene (Surr) 60 - 140
105Dibromofluoromethane 60 - 140
98Toluene-d8 (Surr) 60 - 140
Client Sample ID: Lab Control Sample DupLab Sample ID: LCSD 570-374593/5 Matrix: Water Prep Type: Total/NA
Analysis Batch: 374593
1,1,1-Trichloroethane 20.0 19.64 ug/L 98 70 - 130 7 36
Analyte

LCSD LCSD
DUnitResult Qualifier %Rec
Spike
Added
%Rec
Limits LimitRPD
RPD
1,1,2,2-Tetrachloroethane 20.0 20.71 ug/L 104 60 - 140 2 61 1,1-Dichloroethane 20.0 21.76 ug/L 109 70 - 130 5 40
1,1-Dichloroethene 20.0 21.50 ug/L 107 50 - 150 5 32
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Job ID: 570-156657-1Client: Atlas Engineering W
est, Inc.

Project/Site: Tyler Street Sewer Rplc / 10206.000
Method: 624.1 - Volatile Organic Compounds (GC/MS) (Continued) Client Sample ID: Lab Control Sample DupLab Sample ID: LCSD 570-374593/5 Matrix: Water Prep Type: Total/NA
Analysis Batch: 374593
1,2-Dichlorobenzene 20.0 20.93 ug/L 105 65 - 135 5 57
Analyte

LCSD LCSD
DUnitResult Qualifier %Rec
Spike
Added
%Rec
Limits LimitRPD
RPD
1,2-Dichloroethane 20.0 19.60 ug/L 98 70 - 130 3 49
1,2-Dichloropropane 20.0 19.92 ug/L 100 35 - 165 6 55
1,3-Dichlorobenzene 20.0 20.22 ug/L 101 70 - 130 5 43
1,4-Dichlorobenzene 20.0 19.56 ug/L 98 65 - 135 5 57
Benzene 20.0 20.15 ug/L 101 65 - 135 7 61
Bromodichloromethane 20.0 20.41 ug/L 102 65 - 135 4 56
Bromoform 20.0 19.54 ug/L 98 70 - 130 2 42
Bromomethane 20.0 16.02 ug/L 80 15 - 185 1 61
cis-1,2-Dichloroethene 20.0 19.85 ug/L 99 60 - 140 7 30 cis-1,3-Dichloropropene 20.0 18.17 ug/L 91 25 - 175 3 58 Carbon tetrachloride 20.0 18.81 ug/L 94 70 - 130 5 41
Chlorobenzene 20.0 19.81 ug/L 99 65 - 135 3 53
Chloroethane 20.0 23.03 ug/L 115 40 - 160 4 78
Chloroform 20.0 20.23 ug/L 101 70 - 135 5 30
Chloromethane 20.0 20.88 ug/L 104 1 - 205 10 60
Dibromochloromethane 20.0 20.33 ug/L 102 70 - 135 2 50
Dichlorodifluoromethane 20.0 25.91 ug/L 130 60 - 140 15 30 Ethylbenzene 20.0 19.18 ug/L 96 60 - 140 7 63
Methylene Chloride 20.0 20.71 ug/L 104 60 - 140 6 28
Methyl-t-Butyl Ether (MTBE) 20.0 19.41 ug/L 97 60 - 140 5 30 o-Xylene 20.0 18.90 ug/L 95 60 - 140 3 30
m,p-Xylene 40.0 39.12 ug/L 98 60 - 140 4 30
trans-1,2-Dichloroethene 20.0 20.74 ug/L 104 70 - 130 6 45 trans-1,3-Dichloropropene 20.0 20.65 ug/L 103 50 - 150 6 86 Tetrachloroethene 20.0 19.58 ug/L 98 70 - 130 4 39
Toluene 20.0 19.53 ug/L 98 70 - 130 6 41
Trichloroethene 20.0 19.72 ug/L 99 65 - 135 7 48
Trichlorofluoromethane 20.0 22.28 ug/L 111 50 - 150 4 84 Vinyl chloride 20.0 22.58 ug/L 113 5 - 195 9 66
1,2-Dichloroethane-d4 (Surr) 60 - 140
Surrogate
105

LCSD LCSD
Qualifier Limits%Recovery
964-Bromofluorobenzene (Surr) 60 - 140
106Dibromofluoromethane 60 - 140
99Toluene-d8 (Surr) 60 - 140
Client Sample ID: Method BlankLab Sample ID: MB 570-376130/8 Matrix: Water Prep Type: Total/NA
Analysis Batch: 376130
RL
Bromomethane ND 5.0 ug/L 10/23/23 10:20 1
MB MB
Analyte Dil FacAnalyzedPreparedDUnitResult Qualifier
ND 1.0 ug/L 10/23/23 10:20 1Chloromethane
1,2-Dichloroethane-d4 (Surr) 106 60 - 140 10/23/23 10:20 1 MB MB
Surrogate Dil FacPrepared AnalyzedQualifier Limits%Recovery 99 10/23/23 10:20 14-Bromofluorobenzene (Surr) 60 - 140 Eurofins Calscience

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Job ID: 570-156657-1Client: Atlas Engineering W
est, Inc.

Project/Site: Tyler Street Sewer Rplc / 10206.000
Method: 624.1 - Volatile Organic Compounds (GC/MS) (Continued) Client Sample ID: Method BlankLab Sample ID: MB 570-376130/8 Matrix: Water Prep Type: Total/NA
Analysis Batch: 376130
Dibromofluoromethane 101 60 - 140 10/23/23 10:20 1
MB MB
Surrogate Dil FacPrepared AnalyzedQualifier Limits%Recovery 102 10/23/23 10:20 1Toluene-d8 (Surr) 60 - 140
Client Sample ID: Lab Control SampleLab Sample ID: LCS 570-376130/4 Matrix: Water Prep Type: Total/NA
Analysis Batch: 376130
Bromomethane 20.0 16.91 ug/L 85 15 - 185
Analyte

LCS LCS
DUnitResult Qualifier %Rec
Spike
Added
%Rec
Limits
Chloromethane 20.0 21.95 ug/L 110 1 - 205
1,2-Dichloroethane-d4 (Surr) 60 - 140
Surrogate
105

LCS LCS
Qualifier Limits%Recovery
1014-Bromofluorobenzene (Surr) 60 - 140
103Dibromofluoromethane 60 - 140
101Toluene-d8 (Surr) 60 - 140
Client Sample ID: Lab Control Sample DupLab Sample ID: LCSD 570-376130/5 Matrix: Water Prep Type: Total/NA
Analysis Batch: 376130
Bromomethane 20.0 16.35 ug/L 82 15 - 185 3 61
Analyte

LCSD LCSD
DUnitResult Qualifier %Rec
Spike
Added
%Rec
Limits LimitRPD
RPD
Chloromethane 20.0 22.33 ug/L 112 1 - 205 2 60
1,2-Dichloroethane-d4 (Surr) 60 - 140
Surrogate
108

LCSD LCSD
Qualifier Limits%Recovery
1004-Bromofluorobenzene (Surr) 60 - 140
105Dibromofluoromethane 60 - 140
101Toluene-d8 (Surr) 60 - 140
Method: 8260B - Volatile Organic Compounds (GC/MS)
Client Sample ID: Method BlankLab Sample ID: MB 570-374594/7 Matrix: Water Prep Type: Total/NA
Analysis Batch: 374594
RL
1,1,1,2-Tetrachloroethane ND 2.0 ug/L 10/17/23 21:25 1
MB MB
Analyte Dil FacAnalyzedPreparedDUnitResult Qualifier
ND 1.0 ug/L 10/17/23 21:25 11,1,1-Trichloroethane
ND 1.0 ug/L 10/17/23 21:25 11,1,2,2-Tetrachloroethane
ND 10 ug/L 10/17/23 21:25 11,1,2-Trichloro-1,2,2-trifluoroethane ND 1.0 ug/L 10/17/23 21:25 11,1,2-Trichloroethane
ND 1.0 ug/L 10/17/23 21:25 11,1-Dichloroethane
ND 1.0 ug/L 10/17/23 21:25 11,1-Dichloroethene
ND 1.0 ug/L 10/17/23 21:25 11,1-Dichloropropene
ND 1.0 ug/L 10/17/23 21:25 11,2,3-Trichlorobenzene
ND 5.0 ug/L 10/17/23 21:25 11,2,3-Trichloropropane
Eurofins Calscience

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Job ID: 570-156657-1Client: Atlas Engineering W
est, Inc.

Project/Site: Tyler Street Sewer Rplc / 10206.000
Method: 8260B - Volatile Organic Compounds (GC/MS) (Continued) Client Sample ID: Method BlankLab Sample ID: MB 570-374594/7 Matrix: Water Prep Type: Total/NA
Analysis Batch: 374594
RL
1,2,4-Trichlorobenzene ND 1.0 ug/L 10/17/23 21:25 1
MB MB
Analyte Dil FacAnalyzedPreparedDUnitResult Qualifier
ND 1.0 ug/L 10/17/23 21:25 11,2,4-Trimethylbenzene
ND 10 ug/L 10/17/23 21:25 11,2-Dibromo-3-Chloropropane
ND 1.0 ug/L 10/17/23 21:25 11,2-Dibromoethane
ND 1.0 ug/L 10/17/23 21:25 11,2-Dichlorobenzene
ND 0.50 ug/L 10/17/23 21:25 11,2-Dichloroethane
ND 1.0 ug/L 10/17/23 21:25 11,2-Dichloropropane
ND 1.0 ug/L 10/17/23 21:25 11,3,5-Trimethylbenzene
ND 1.0 ug/L 10/17/23 21:25 11,3-Dichlorobenzene
ND 1.0 ug/L 10/17/23 21:25 11,3-Dichloropropane
ND 1.0 ug/L 10/17/23 21:25 11,4-Dichlorobenzene
ND 1.0 ug/L 10/17/23 21:25 12,2-Dichloropropane
ND 10 ug/L 10/17/23 21:25 12-Butanone
ND 1.0 ug/L 10/17/23 21:25 12-Chlorotoluene
ND 10 ug/L 10/17/23 21:25 12-Hexanone
ND 1.0 ug/L 10/17/23 21:25 14-Chlorotoluene
ND 10 ug/L 10/17/23 21:25 14-Methyl-2-pentanone
ND 10 ug/L 10/17/23 21:25 1Acetone
ND 0.50 ug/L 10/17/23 21:25 1Benzene
ND 1.0 ug/L 10/17/23 21:25 1Bromobenzene
ND 2.0 ug/L 10/17/23 21:25 1Bromochloromethane
ND 1.0 ug/L 10/17/23 21:25 1Bromodichloromethane
ND 5.0 ug/L 10/17/23 21:25 1Bromoform
ND 25 ug/L 10/17/23 21:25 1Bromomethane
ND 10 ug/L 10/17/23 21:25 1Carbon disulfide
ND 0.50 ug/L 10/17/23 21:25 1Carbon tetrachloride
ND 1.0 ug/L 10/17/23 21:25 1Chlorobenzene
ND 5.0 ug/L 10/17/23 21:25 1Chloroethane
ND 1.0 ug/L 10/17/23 21:25 1Chloroform
ND 10 ug/L 10/17/23 21:25 1Chloromethane
ND 1.0 ug/L 10/17/23 21:25 1cis-1,2-Dichloroethene
ND 0.50 ug/L 10/17/23 21:25 1cis-1,3-Dichloropropene
ND 2.0 ug/L 10/17/23 21:25 1Dibromochloromethane
ND 1.0 ug/L 10/17/23 21:25 1Dibromomethane
ND 5.0 ug/L 10/17/23 21:25 1Dichlorodifluoromethane
ND 1.0 ug/L 10/17/23 21:25 1Ethylbenzene
ND 1.0 ug/L 10/17/23 21:25 1Isopropylbenzene
ND 2.0 ug/L 10/17/23 21:25 1m,p-Xylene
ND 10 ug/L 10/17/23 21:25 1Methylene Chloride
ND 1.0 ug/L 10/17/23 21:25 1Methyl-t-Butyl Ether (MTBE) ND 10 ug/L 10/17/23 21:25 1Naphthalene
ND 1.0 ug/L 10/17/23 21:25 1n-Butylbenzene
ND 1.0 ug/L 10/17/23 21:25 1N-Propylbenzene
ND 1.0 ug/L 10/17/23 21:25 1o-Xylene
ND 1.0 ug/L 10/17/23 21:25 1p-Isopropyltoluene
ND 1.0 ug/L 10/17/23 21:25 1sec-Butylbenzene
ND 1.0 ug/L 10/17/23 21:25 1Styrene
ND 1.0 ug/L 10/17/23 21:25 1tert-Butylbenzene
ND 1.0 ug/L 10/17/23 21:25 1Tetrachloroethene
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Job ID: 570-156657-1Client: Atlas Engineering W
est, Inc.

LCS LCS
DUnitResult Qualifier %Rec
Spike
Added
%Rec
Limits
1,1,1-Trichloroethane 20.0 18.30 ug/L 92 78 - 125
1,1,2,2-Tetrachloroethane 20.0 20.38 ug/L 102 79 - 127
1,1,2-Trichloro-1,2,2-trifluoroetha
ne

20.0 21.82 ug/L 109 72 - 138
1,1,2-Trichloroethane 20.0 20.76 ug/L 104 80 - 124
1,1-Dichloroethane 20.0 20.70 ug/L 104 80 - 127
1,1-Dichloroethene 20.0 20.37 ug/L 102 80 - 133
1,1-Dichloropropene 20.0 17.63 ug/L 88 79 - 126
1,2,3-Trichlorobenzene 20.0 19.40 ug/L 97 79 - 128
1,2,3-Trichloropropane 20.0 18.72 ug/L 94 71 - 128
1,2,4-Trichlorobenzene 20.0 19.25 ug/L 96 77 - 126
1,2,4-Trimethylbenzene 20.0 18.13 ug/L 91 80 - 121
1,2-Dibromo-3-Chloropropane 20.0 19.21 ug/L 96 66 - 122 1,2-Dibromoethane 20.0 19.03 ug/L 95 80 - 120
1,2-Dichlorobenzene 20.0 19.89 ug/L 99 80 - 121
1,2-Dichloroethane 20.0 18.98 ug/L 95 77 - 122
1,2-Dichloropropane 20.0 18.84 ug/L 94 80 - 122
1,3,5-Trimethylbenzene 20.0 18.57 ug/L 93 80 - 123
1,3-Dichlorobenzene 20.0 19.26 ug/L 96 80 - 120
1,3-Dichloropropane 20.0 19.94 ug/L 100 80 - 121
1,4-Dichlorobenzene 20.0 18.57 ug/L 93 80 - 120
2,2-Dichloropropane 20.0 19.77 ug/L 99 68 - 143
2-Butanone 20.0 16.24 ug/L 81 61 - 139
2-Chlorotoluene 20.0 18.72 ug/L 94 80 - 121
2-Hexanone 20.0 13.80 ug/L 69 63 - 134
4-Chlorotoluene 20.0 18.43 ug/L 92 80 - 121
4-Methyl-2-pentanone 20.0 16.24 ug/L 81 67 - 125
Acetone 20.0 22.69 ug/L 113 45 - 150
Benzene 20.0 18.78 ug/L 94 80 - 121
Eurofins Calscience

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Job ID: 570-156657-1Client: Atlas Engineering W
est, Inc.

Project/Site: Tyler Street Sewer Rplc / 10206.000
Method: 8260B - Volatile Organic Compounds (GC/MS) (Continued) Client Sample ID: Lab Control SampleLab Sample ID: LCS 570-374594/4 Matrix: Water Prep Type: Total/NA
Analysis Batch: 374594
Bromobenzene 20.0 19.34 ug/L 97 80 - 120
Analyte

LCS LCS
DUnitResult Qualifier %Rec
Spike
Added
%Rec
Limits
Bromochloromethane 20.0 22.56 ug/L 113 80 - 121
Bromodichloromethane 20.0 19.63 ug/L 98 80 - 121
Bromoform 20.0 19.09 ug/L 95 78 - 124
Bromomethane 20.0 16.71 J ug/L 84 48 - 156
Carbon disulfide 20.0 18.93 ug/L 95 76 - 129
Carbon tetrachloride 20.0 17.87 ug/L 89 71 - 137
Chlorobenzene 20.0 19.32 ug/L 97 80 - 120
Chloroethane 20.0 25.44 ug/L 127 73 - 138
Chloroform 20.0 19.21 ug/L 96 80 - 121
Chloromethane 20.0 18.99 ug/L 95 57 - 138
cis-1,2-Dichloroethene 20.0 18.51 ug/L 93 80 - 125
cis-1,3-Dichloropropene 20.0 17.69 ug/L 88 80 - 120
Dibromochloromethane 20.0 19.95 ug/L 100 80 - 126
Dibromomethane 20.0 19.90 ug/L 99 80 - 120
Dichlorodifluoromethane 20.0 24.62 ug/L 123 44 - 148
Ethylbenzene 20.0 17.94 ug/L 90 80 - 121
Isopropylbenzene 20.0 19.22 ug/L 96 80 - 121
m,p-Xylene 40.0 37.68 ug/L 94 80 - 123
Methylene Chloride 20.0 19.64 ug/L 98 80 - 121
Methyl-t-Butyl Ether (MTBE) 20.0 18.39 ug/L 92 78 - 123 Naphthalene 20.0 18.50 ug/L 92 65 - 133
n-Butylbenzene 20.0 18.67 ug/L 93 80 - 125
N-Propylbenzene 20.0 19.10 ug/L 95 80 - 125
o-Xylene 20.0 18.29 ug/L 91 80 - 122
p-Isopropyltoluene 20.0 18.15 ug/L 91 80 - 124
sec-Butylbenzene 20.0 18.46 ug/L 92 80 - 122
Styrene 20.0 19.10 ug/L 96 80 - 120
tert-Butylbenzene 20.0 18.27 ug/L 91 80 - 122
Tetrachloroethene 20.0 18.74 ug/L 94 80 - 122
Toluene 20.0 18.48 ug/L 92 80 - 120
trans-1,2-Dichloroethene 20.0 19.51 ug/L 98 80 - 122
trans-1,3-Dichloropropene 20.0 19.43 ug/L 97 80 - 125
Trichloroethene 20.0 18.34 ug/L 92 80 - 120
Trichlorofluoromethane 20.0 21.30 ug/L 107 67 - 142
Vinyl acetate 20.0 18.65 ug/L 93 62 - 140
Vinyl chloride 20.0 20.73 ug/L 104 66 - 136
1,2-Dichloroethane-d4 (Surr) 70 - 123
Surrogate
106

LCS LCS
Qualifier Limits%Recovery
994-Bromofluorobenzene (Surr) 80 - 120
105Dibromofluoromethane (Surr) 78 - 120
98Toluene-d8 (Surr) 80 - 120
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Job ID: 570-156657-1Client: Atlas Engineering W
est, Inc.

Project/Site: Tyler Street Sewer Rplc / 10206.000
Method: 8260B - Volatile Organic Compounds (GC/MS) (Continued) Client Sample ID: Lab Control Sample DupLab Sample ID: LCSD 570-374594/5 Matrix: Water Prep Type: Total/NA
Analysis Batch: 374594
1,1,1,2-Tetrachloroethane 20.0 20.14 ug/L 101 80 - 122 2 20 Analyte

LCSD LCSD
DUnitResult Qualifier %Rec
Spike
Added
%Rec
Limits LimitRPD
RPD
1,1,1-Trichloroethane 20.0 19.64 ug/L 98 78 - 125 7 20
1,1,2,2-Tetrachloroethane 20.0 20.71 ug/L 104 79 - 127 2 20 1,1,2-Trichloro-1,2,2-trifluoroetha
ne

20.0 22.89 ug/L 114 72 - 138 5 20
1,1,2-Trichloroethane 20.0 21.00 ug/L 105 80 - 124 1 20 1,1-Dichloroethane 20.0 21.76 ug/L 109 80 - 127 5 20
1,1-Dichloroethene 20.0 21.50 ug/L 107 80 - 133 5 20
1,1-Dichloropropene 20.0 18.80 ug/L 94 79 - 126 6 20
1,2,3-Trichlorobenzene 20.0 20.11 ug/L 101 79 - 128 4 20 1,2,3-Trichloropropane 20.0 17.97 ug/L 90 71 - 128 4 20 1,2,4-Trichlorobenzene 20.0 19.88 ug/L 99 77 - 126 3 20 1,2,4-Trimethylbenzene 20.0 19.22 ug/L 96 80 - 121 6 20 1,2-Dibromo-3-Chloropropane 20.0 19.68 ug/L 98 66 - 122 2 20 1,2-Dibromoethane 20.0 19.62 ug/L 98 80 - 120 3 20
1,2-Dichlorobenzene 20.0 20.93 ug/L 105 80 - 121 5 20
1,2-Dichloroethane 20.0 19.60 ug/L 98 77 - 122 3 20
1,2-Dichloropropane 20.0 19.92 ug/L 100 80 - 122 6 20
1,3,5-Trimethylbenzene 20.0 19.69 ug/L 98 80 - 123 6 20 1,3-Dichlorobenzene 20.0 20.22 ug/L 101 80 - 120 5 20
1,3-Dichloropropane 20.0 20.58 ug/L 103 80 - 121 3 20
1,4-Dichlorobenzene 20.0 19.56 ug/L 98 80 - 120 5 20
2,2-Dichloropropane 20.0 20.95 ug/L 105 68 - 143 6 20
2-Butanone 20.0 17.24 ug/L 86 61 - 139 6 25
2-Chlorotoluene 20.0 19.76 ug/L 99 80 - 121 5 20
2-Hexanone 20.0 14.69 ug/L 73 63 - 134 6 21
4-Chlorotoluene 20.0 18.88 ug/L 94 80 - 121 2 20
4-Methyl-2-pentanone 20.0 17.73 ug/L 89 67 - 125 9 20
Acetone 20.0 24.26 ug/L 121 45 - 150 7 23
Benzene 20.0 20.15 ug/L 101 80 - 121 7 20
Bromobenzene 20.0 20.05 ug/L 100 80 - 120 4 20
Bromochloromethane 20.0 23.16 ug/L 116 80 - 121 3 20
Bromodichloromethane 20.0 20.41 ug/L 102 80 - 121 4 20
Bromoform 20.0 19.54 ug/L 98 78 - 124 2 20
Bromomethane 20.0 16.79 J ug/L 84 48 - 156 1 21
Carbon disulfide 20.0 21.14 ug/L 106 76 - 129 11 20
Carbon tetrachloride 20.0 18.81 ug/L 94 71 - 137 5 20
Chlorobenzene 20.0 19.81 ug/L 99 80 - 120 3 20
Chloroethane 20.0 26.48 ug/L 132 73 - 138 4 20
Chloroform 20.0 20.23 ug/L 101 80 - 121 5 20
Chloromethane 20.0 20.88 ug/L 104 57 - 138 10 20
cis-1,2-Dichloroethene 20.0 19.85 ug/L 99 80 - 125 7 20 cis-1,3-Dichloropropene 20.0 18.17 ug/L 91 80 - 120 3 20 Dibromochloromethane 20.0 20.33 ug/L 102 80 - 126 2 20
Dibromomethane 20.0 21.21 ug/L 106 80 - 120 6 20
Dichlorodifluoromethane 20.0 28.62 ug/L 143 44 - 148 15 28 Ethylbenzene 20.0 19.18 ug/L 96 80 - 121 7 20
Isopropylbenzene 20.0 20.28 ug/L 101 80 - 121 5 20
m,p-Xylene 40.0 39.12 ug/L 98 80 - 123 4 20
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Job ID: 570-156657-1Client: Atlas Engineering W
est, Inc.

Project/Site: Tyler Street Sewer Rplc / 10206.000
Method: 8260B - Volatile Organic Compounds (GC/MS) (Continued) Client Sample ID: Lab Control Sample DupLab Sample ID: LCSD 570-374594/5 Matrix: Water Prep Type: Total/NA
Analysis Batch: 374594
Methylene Chloride 20.0 20.91 ug/L 105 80 - 121 6 20
Analyte

LCSD LCSD
DUnitResult Qualifier %Rec
Spike
Added
%Rec
Limits LimitRPD
RPD
Methyl-t-Butyl Ether (MTBE) 20.0 19.41 ug/L 97 78 - 123 5 20 Naphthalene 20.0 19.56 ug/L 98 65 - 133 6 20
n-Butylbenzene 20.0 19.67 ug/L 98 80 - 125 5 20
N-Propylbenzene 20.0 20.14 ug/L 101 80 - 125 5 20
o-Xylene 20.0 18.90 ug/L 95 80 - 122 3 20
p-Isopropyltoluene 20.0 18.86 ug/L 94 80 - 124 4 20
sec-Butylbenzene 20.0 19.60 ug/L 98 80 - 122 6 20
Styrene 20.0 19.69 ug/L 98 80 - 120 3 20
tert-Butylbenzene 20.0 19.52 ug/L 98 80 - 122 7 20
Tetrachloroethene 20.0 19.58 ug/L 98 80 - 122 4 20
Toluene 20.0 19.53 ug/L 98 80 - 120 6 20
trans-1,2-Dichloroethene 20.0 20.74 ug/L 104 80 - 122 6 20 trans-1,3-Dichloropropene 20.0 20.65 ug/L 103 80 - 125 6 20 Trichloroethene 20.0 19.72 ug/L 99 80 - 120 7 20
Trichlorofluoromethane 20.0 22.28 ug/L 111 67 - 142 4 20 Vinyl acetate 20.0 18.44 ug/L 92 62 - 140 1 21
Vinyl chloride 20.0 22.58 ug/L 113 66 - 136 9 20
1,2-Dichloroethane-d4 (Surr) 70 - 123
Surrogate
105

LCSD LCSD
Qualifier Limits%Recovery
964-Bromofluorobenzene (Surr) 80 - 120
106Dibromofluoromethane (Surr) 78 - 120
99Toluene-d8 (Surr) 80 - 120
Method: 625.1 - Semivolatile Organic Compounds (GC/MS)
Client Sample ID: Method BlankLab Sample ID: MB 570-373879/1-A Matrix: Water Prep Type: Total/NA
Analysis Batch: 374833 Prep Batch: 373879
RL
1,2,4-Trichlorobenzene ND 10 ug/L 10/16/23 08:28 10/18/23 16:46 1 MB MB
Analyte Dil FacAnalyzedPreparedDUnitResult Qualifier
ND 10 ug/L 10/16/23 08:28 10/18/23 16:46 11,2-Diphenylhydrazine(as Azobenzene)
ND 10 ug/L 10/16/23 08:28 10/18/23 16:46 12,4,6-Trichlorophenol ND 10 ug/L 10/16/23 08:28 10/18/23 16:46 12,4-Dichlorophenol ND 10 ug/L 10/16/23 08:28 10/18/23 16:46 12,4-Dimethylphenol ND 50 ug/L 10/16/23 08:28 10/18/23 16:46 12,4-Dinitrophenol ND 10 ug/L 10/16/23 08:28 10/18/23 16:46 12,4-Dinitrotoluene ND 10 ug/L 10/16/23 08:28 10/18/23 16:46 12,6-Dinitrotoluene ND 10 ug/L 10/16/23 08:28 10/18/23 16:46 12-Chloronaphthalene ND 10 ug/L 10/16/23 08:28 10/18/23 16:46 12-Chlorophenol ND 10 ug/L 10/16/23 08:28 10/18/23 16:46 12-Nitrophenol ND 10 ug/L 10/16/23 08:28 10/18/23 16:46 13,3'-Dichlorobenzidine ND 50 ug/L 10/16/23 08:28 10/18/23 16:46 14,6-Dinitro-2-methylphenol ND 10 ug/L 10/16/23 08:28 10/18/23 16:46 14-Bromophenyl phenyl ether ND 10 ug/L 10/16/23 08:28 10/18/23 16:46 14-Chloro-3-methylphenol ND 10 ug/L 10/16/23 08:28 10/18/23 16:46 14-Chlorophenyl phenyl ether Eurofins Calscience

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Job ID: 570-156657-1Client: Atlas Engineering W
est, Inc.

Project/Site: Tyler Street Sewer Rplc / 10206.000
Method: 625.1 - Semivolatile Organic Compounds (GC/MS) (Continued) Client Sample ID: Method BlankLab Sample ID: MB 570-373879/1-A Matrix: Water Prep Type: Total/NA
Analysis Batch: 374833 Prep Batch: 373879
RL
4-Nitrophenol ND 10 ug/L 10/16/23 08:28 10/18/23 16:46 1 MB MB
Analyte Dil FacAnalyzedPreparedDUnitResult Qualifier
ND 10 ug/L 10/16/23 08:28 10/18/23 16:46 1Acenaphthene
ND 10 ug/L 10/16/23 08:28 10/18/23 16:46 1Acenaphthylene ND 10 ug/L 10/16/23 08:28 10/18/23 16:46 1Anthracene
ND 50 ug/L 10/16/23 08:28 10/18/23 16:46 1Benzidine
ND 10 ug/L 10/16/23 08:28 10/18/23 16:46 1Benzo[a]anthracene ND 10 ug/L 10/16/23 08:28 10/18/23 16:46 1Benzo[a]pyrene ND 10 ug/L 10/16/23 08:28 10/18/23 16:46 1Benzo[b]fluoranthene ND 10 ug/L 10/16/23 08:28 10/18/23 16:46 1Benzo[g,h,i]perylene ND 10 ug/L 10/16/23 08:28 10/18/23 16:46 1Benzo[k]fluoranthene ND 10 ug/L 10/16/23 08:28 10/18/23 16:46 1Bis (2-chloroethoxy) methane ND 25 ug/L 10/16/23 08:28 10/18/23 16:46 1Bis(2-chloroethyl)ether ND 10 ug/L 10/16/23 08:28 10/18/23 16:46 1bis (2-chloroisopropyl) ether ND 10 ug/L 10/16/23 08:28 10/18/23 16:46 1Bis(2-ethylhexyl) phthalate ND 10 ug/L 10/16/23 08:28 10/18/23 16:46 1Butyl benzyl phthalate ND 10 ug/L 10/16/23 08:28 10/18/23 16:46 1Chrysene
ND 10 ug/L 10/16/23 08:28 10/18/23 16:46 1Dibenz(a,h)anthracene ND 10 ug/L 10/16/23 08:28 10/18/23 16:46 1Diethyl phthalate ND 10 ug/L 10/16/23 08:28 10/18/23 16:46 1Dimethyl phthalate ND 10 ug/L 10/16/23 08:28 10/18/23 16:46 1Di-n-butyl phthalate ND 10 ug/L 10/16/23 08:28 10/18/23 16:46 1Di-n-octyl phthalate ND 10 ug/L 10/16/23 08:28 10/18/23 16:46 1Fluoranthene
ND 10 ug/L 10/16/23 08:28 10/18/23 16:46 1Fluorene
ND 10 ug/L 10/16/23 08:28 10/18/23 16:46 1Hexachloro-1,3-butadiene ND 10 ug/L 10/16/23 08:28 10/18/23 16:46 1Hexachlorobenzene ND 25 ug/L 10/16/23 08:28 10/18/23 16:46 1Hexachlorocyclopentadiene ND 10 ug/L 10/16/23 08:28 10/18/23 16:46 1Hexachloroethane ND 10 ug/L 10/16/23 08:28 10/18/23 16:46 1Indeno[1,2,3-cd]pyrene ND 10 ug/L 10/16/23 08:28 10/18/23 16:46 1Isophorone
ND 10 ug/L 10/16/23 08:28 10/18/23 16:46 1Naphthalene
ND 25 ug/L 10/16/23 08:28 10/18/23 16:46 1Nitrobenzene
ND 10 ug/L 10/16/23 08:28 10/18/23 16:46 1N-Nitrosodimethylamine ND 10 ug/L 10/16/23 08:28 10/18/23 16:46 1N-Nitrosodi-n-propylamine ND 10 ug/L 10/16/23 08:28 10/18/23 16:46 1N-Nitrosodiphenylamine ND 10 ug/L 10/16/23 08:28 10/18/23 16:46 1Pentachlorophenol ND 10 ug/L 10/16/23 08:28 10/18/23 16:46 1Phenanthrene
ND 10 ug/L 10/16/23 08:28 10/18/23 16:46 1Phenol
ND 10 ug/L 10/16/23 08:28 10/18/23 16:46 1Pyrene
2,4,6-Tribromophenol (Surr) 66 33 - 139 10/18/23 16:46 1 MB MB
Surrogate
10/16/23 08:28
Dil FacPrepared AnalyzedQualifier Limits%Recovery
75 10/16/23 08:28 10/18/23 16:46 12-Fluorobiphenyl (Surr) 33 - 126 54 10/16/23 08:28 10/18/23 16:46 12-Fluorophenol (Surr) 12 - 120 75 10/16/23 08:28 10/18/23 16:46 1Nitrobenzene-d5 (Surr) 36 - 120 30 10/16/23 08:28 10/18/23 16:46 1Phenol-d6 (Surr) 10 - 120 85 10/16/23 08:28 10/18/23 16:46 1p-Terphenyl-d14 (Surr) 47 - 131 Eurofins Calscience

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15 QC Sample Results
Job ID: 570-156657-1Client: Atlas Engineering W
est, Inc.

Project/Site: Tyler Street Sewer Rplc / 10206.000
Method: 625.1 - Semivolatile Organic Compounds (GC/MS) (Continued) Client Sample ID: Lab Control SampleLab Sample ID: LCS 570-373879/2-A Matrix: Water Prep Type: Total/NA
Analysis Batch: 374833 Prep Batch: 373879
1,2,4-Trichlorobenzene 100 75.88 ug/L 76 57 - 130
Analyte

LCS LCS
DUnitResult Qualifier %Rec
Spike
Added
%Rec
Limits
1,2-Diphenylhydrazine(as
Azobenzene)
100 69.63 ug/L 70 57 - 120
2,4,6-Trichlorophenol 100 85.69 ug/L 86 52 - 129
2,4-Dichlorophenol 100 84.03 ug/L 84 53 - 122
2,4-Dimethylphenol 100 98.74 ug/L 99 42 - 120
2,4-Dinitrophenol 100 46.14 J ug/L 46 1 - 173
2,4-Dinitrotoluene 100 82.86 ug/L 83 48 - 127
2,6-Dinitrotoluene 100 87.40 ug/L 87 68 - 137
2-Chloronaphthalene 100 81.30 ug/L 81 65 - 120
2-Chlorophenol 100 83.57 ug/L 84 36 - 120
2-Nitrophenol 100 91.06 ug/L 91 45 - 167
3,3'-Dichlorobenzidine 100 79.61 ug/L 80 8 - 213
4,6-Dinitro-2-methylphenol 100 57.19 ug/L 57 53 - 130
4-Bromophenyl phenyl ether 100 80.10 ug/L 80 65 - 120
4-Chloro-3-methylphenol 100 77.81 ug/L 78 41 - 128
4-Chlorophenyl phenyl ether 100 82.16 ug/L 82 38 - 145
4-Nitrophenol 100 29.67 ug/L 30 13 - 129
Acenaphthene 100 75.90 ug/L 76 60 - 132
Acenaphthylene 100 84.68 ug/L 85 54 - 126
Anthracene 100 79.30 ug/L 79 43 - 120
Benzidine 100 ND ug/L 21 20 - 143
Benzo[a]anthracene 100 79.87 ug/L 80 42 - 133
Benzo[a]pyrene 100 81.46 ug/L 81 32 - 148
Benzo[b]fluoranthene 100 80.03 ug/L 80 42 - 140
Benzo[g,h,i]perylene 100 87.47 ug/L 87 1 - 195
Benzo[k]fluoranthene 100 89.00 ug/L 89 25 - 146
Bis (2-chloroethoxy) methane 100 76.51 ug/L 77 49 - 165 Bis(2-chloroethyl)ether 100 77.26 ug/L 77 43 - 126
bis (2-chloroisopropyl) ether 100 58.99 *- me ug/L 59 63 - 139 Bis(2-ethylhexyl) phthalate 100 83.73 ug/L 84 29 - 137
Butyl benzyl phthalate 100 83.42 ug/L 83 1 - 140
Chrysene 100 79.57 ug/L 80 44 - 140
Dibenz(a,h)anthracene 100 87.25 ug/L 87 1 - 200
Diethyl phthalate 100 81.73 ug/L 82 1 - 120
Dimethyl phthalate 100 80.55 ug/L 81 1 - 120
Di-n-butyl phthalate 100 81.95 ug/L 82 8 - 120
Di-n-octyl phthalate 100 89.56 ug/L 90 19 - 132
Fluoranthene 100 80.59 ug/L 81 43 - 121
Fluorene 100 80.08 ug/L 80 70 - 120
Hexachloro-1,3-butadiene 100 79.74 ug/L 80 38 - 120
Hexachlorobenzene 100 80.13 ug/L 80 8 - 142
Hexachlorocyclopentadiene 100 88.27 ug/L 88 46 - 135
Hexachloroethane 100 74.08 ug/L 74 55 - 120
Indeno[1,2,3-cd]pyrene 100 89.83 ug/L 90 1 - 151
Isophorone 100 71.80 ug/L 72 47 - 180
Naphthalene 100 73.24 ug/L 73 36 - 120
Nitrobenzene 100 73.19 ug/L 73 54 - 158
N-Nitrosodimethylamine 100 45.37 ug/L 45 38 - 120
Eurofins Calscience

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15 QC Sample Results
Job ID: 570-156657-1Client: Atlas Engineering W
est, Inc.

Project/Site: Tyler Street Sewer Rplc / 10206.000
Method: 625.1 - Semivolatile Organic Compounds (GC/MS) (Continued) Client Sample ID: Lab Control SampleLab Sample ID: LCS 570-373879/2-A Matrix: Water Prep Type: Total/NA
Analysis Batch: 374833 Prep Batch: 373879
N-Nitrosodi-n-propylamine 100 68.26 ug/L 68 14 - 198
Analyte

LCS LCS
DUnitResult Qualifier %Rec
Spike
Added
%Rec
Limits
N-Nitrosodiphenylamine 100 88.81 ug/L 89 79 - 127
Pentachlorophenol 100 62.67 ug/L 63 38 - 152
Phenanthrene 100 76.78 ug/L 77 65 - 120
Phenol 100 40.14 ug/L 40 17 - 120
Pyrene 100 81.79 ug/L 82 70 - 120
2,4,6-Tribromophenol (Surr) 33 - 139
Surrogate
92 LCS LCS
Qualifier Limits%Recovery
842-Fluorobiphenyl (Surr) 33 - 126
602-Fluorophenol (Surr) 12 - 120
82Nitrobenzene-d5 (Surr) 36 - 120
34Phenol-d6 (Surr) 10 - 120
87p-Terphenyl-d14 (Surr) 47 - 131
Client Sample ID: Lab Control Sample DupLab Sample ID: LCSD 570-373879/3-A Matrix: Water Prep Type: Total/NA
Analysis Batch: 374833 Prep Batch: 373879
1,2,4-Trichlorobenzene 100 74.37 ug/L 74 57 - 130 2 30
Analyte

LCSD LCSD
DUnitResult Qualifier %Rec
Spike
Added
%Rec
Limits LimitRPD
RPD
1,2-Diphenylhydrazine(as
Azobenzene)
100 74.40 ug/L 74 57 - 120 7 20
2,4,6-Trichlorophenol 100 84.69 ug/L 85 52 - 129 1 35
2,4-Dichlorophenol 100 81.69 ug/L 82 53 - 122 3 30
2,4-Dimethylphenol 100 97.29 ug/L 97 42 - 120 1 35
2,4-Dinitrophenol 100 47.65 J ug/L 48 1 - 173 3 79
2,4-Dinitrotoluene 100 87.26 ug/L 87 48 - 127 5 25
2,6-Dinitrotoluene 100 86.73 ug/L 87 68 - 137 1 29
2-Chloronaphthalene 100 81.30 ug/L 81 65 - 120 0 15
2-Chlorophenol 100 78.64 ug/L 79 36 - 120 6 37
2-Nitrophenol 100 83.28 ug/L 83 45 - 167 9 33
3,3'-Dichlorobenzidine 100 88.67 ug/L 89 8 - 213 11 65
4,6-Dinitro-2-methylphenol 100 66.87 ug/L 67 53 - 130 16 122 4-Bromophenyl phenyl ether 100 82.43 ug/L 82 65 - 120 3 26 4-Chloro-3-methylphenol 100 77.49 ug/L 77 41 - 128 0 44 4-Chlorophenyl phenyl ether 100 81.16 ug/L 81 38 - 145 1 36 4-Nitrophenol 100 34.34 ug/L 34 13 - 129 15 79
Acenaphthene 100 78.43 ug/L 78 60 - 132 3 29
Acenaphthylene 100 83.79 ug/L 84 54 - 126 1 45
Anthracene 100 84.24 ug/L 84 43 - 120 6 40
Benzidine 100 ND *- *1 me ug/L 12 20 - 143 55 30
Benzo[a]anthracene 100 85.35 ug/L 85 42 - 133 7 32
Benzo[a]pyrene 100 85.03 ug/L 85 32 - 148 4 43
Benzo[b]fluoranthene 100 86.07 ug/L 86 42 - 140 7 43
Benzo[g,h,i]perylene 100 90.85 ug/L 91 1 - 195 4 61
Benzo[k]fluoranthene 100 92.74 ug/L 93 25 - 146 4 38
Bis (2-chloroethoxy) methane 100 74.84 ug/L 75 49 - 165 2 32 Bis(2-chloroethyl)ether 100 74.61 ug/L 75 43 - 126 3 65 Eurofins Calscience

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Job ID: 570-156657-1Client: Atlas Engineering W
est, Inc.

Project/Site: Tyler Street Sewer Rplc / 10206.000
Method: 625.1 - Semivolatile Organic Compounds (GC/MS) (Continued) Client Sample ID: Lab Control Sample DupLab Sample ID: LCSD 570-373879/3-A Matrix: Water Prep Type: Total/NA
Analysis Batch: 374833 Prep Batch: 373879
bis (2-chloroisopropyl) ether 100 55.77 *- me ug/L 56 63 - 139 6 46 Analyte

LCSD LCSD
DUnitResult Qualifier %Rec
Spike
Added
%Rec
Limits LimitRPD
RPD
Bis(2-ethylhexyl) phthalate 100 87.58 ug/L 88 29 - 137 4 50 Butyl benzyl phthalate 100 92.40 ug/L 92 1 - 140 10 36
Chrysene 100 84.84 ug/L 85 44 - 140 6 53
Dibenz(a,h)anthracene 100 90.54 ug/L 91 1 - 200 4 75
Diethyl phthalate 100 83.73 ug/L 84 1 - 120 2 60
Dimethyl phthalate 100 83.58 ug/L 84 1 - 120 4 110
Di-n-butyl phthalate 100 89.35 ug/L 89 8 - 120 9 28
Di-n-octyl phthalate 100 95.61 ug/L 96 19 - 132 7 42
Fluoranthene 100 85.83 ug/L 86 43 - 121 6 40
Fluorene 100 80.91 ug/L 81 70 - 120 1 23
Hexachloro-1,3-butadiene 100 76.62 ug/L 77 38 - 120 4 38 Hexachlorobenzene 100 85.06 ug/L 85 8 - 142 6 33
Hexachlorocyclopentadiene 100 91.47 ug/L 91 46 - 135 4 20 Hexachloroethane 100 66.09 ug/L 66 55 - 120 11 32
Indeno[1,2,3-cd]pyrene 100 94.02 ug/L 94 1 - 151 5 60
Isophorone 100 71.28 ug/L 71 47 - 180 1 56
Naphthalene 100 70.49 ug/L 70 36 - 120 4 39
Nitrobenzene 100 68.25 ug/L 68 54 - 158 7 37
N-Nitrosodimethylamine 100 44.86 ug/L 45 38 - 120 1 20
N-Nitrosodi-n-propylamine 100 71.80 ug/L 72 14 - 198 5 52 N-Nitrosodiphenylamine 100 93.46 ug/L 93 79 - 127 5 20
Pentachlorophenol 100 72.61 ug/L 73 38 - 152 15 52
Phenanthrene 100 82.50 ug/L 82 65 - 120 7 24
Phenol 100 42.51 ug/L 43 17 - 120 6 39
Pyrene 100 88.78 ug/L 89 70 - 120 8 30
2,4,6-Tribromophenol (Surr) 33 - 139
Surrogate
94 LCSD LCSD
Qualifier Limits%Recovery
852-Fluorobiphenyl (Surr) 33 - 126
542-Fluorophenol (Surr) 12 - 120
77Nitrobenzene-d5 (Surr) 36 - 120
33Phenol-d6 (Surr) 10 - 120
97p-Terphenyl-d14 (Surr) 47 - 131
Method: 608.3 - Organochlorine Pesticides in Water
Client Sample ID: Method BlankLab Sample ID: MB 570-375186/1-A Matrix: Water Prep Type: Total/NA
Analysis Batch: 375046 Prep Batch: 375186
RL
4,4'-DDD ND 0.010 ug/L 10/19/23 08:38 10/19/23 17:09 1
MB MB
Analyte Dil FacAnalyzedPreparedDUnitResult Qualifier
ND 0.0050 ug/L 10/19/23 08:38 10/19/23 17:09 14,4'-DDE
ND 0.0050 ug/L 10/19/23 08:38 10/19/23 17:09 14,4'-DDT
ND 0.0050 ug/L 10/19/23 08:38 10/19/23 17:09 1Aldrin
ND 0.050 ug/L 10/19/23 08:38 10/19/23 17:09 1alpha-Chlordane ND 0.0020 ug/L 10/19/23 08:38 10/19/23 17:09 1alpha-BHC ND 0.0075 ug/L 10/19/23 08:38 10/19/23 17:09 1beta-BHC
Eurofins Calscience

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Job ID: 570-156657-1Client: Atlas Engineering W
est, Inc.

Project/Site: Tyler Street Sewer Rplc / 10206.000
Method: 608.3 - Organochlorine Pesticides in Water (Continued) Client Sample ID: Method BlankLab Sample ID: MB 570-375186/1-A Matrix: Water Prep Type: Total/NA
Analysis Batch: 375046 Prep Batch: 375186
RL
delta-BHC ND 0.0050 ug/L 10/19/23 08:38 10/19/23 17:09 1 MB MB
Analyte Dil FacAnalyzedPreparedDUnitResult Qualifier
ND 0.0050 ug/L 10/19/23 08:38 10/19/23 17:09 1Dieldrin
ND 0.0020 ug/L 10/19/23 08:38 10/19/23 17:09 1Endosulfan I ND 0.010 ug/L 10/19/23 08:38 10/19/23 17:09 1Endosulfan II ND 0.0050 ug/L 10/19/23 08:38 10/19/23 17:09 1Endosulfan sulfate ND 0.0050 ug/L 10/19/23 08:38 10/19/23 17:09 1Endrin
ND 0.050 ug/L 10/19/23 08:38 10/19/23 17:09 1Endrin aldehyde ND 0.0050 ug/L 10/19/23 08:38 10/19/23 17:09 1Endrin ketone ND 0.015 ug/L 10/19/23 08:38 10/19/23 17:09 1gamma-Chlordane ND 0.0020 ug/L 10/19/23 08:38 10/19/23 17:09 1gamma-BHC (Lindane) ND 0.0020 ug/L 10/19/23 08:38 10/19/23 17:09 1Heptachlor ND 0.010 ug/L 10/19/23 08:38 10/19/23 17:09 1Heptachlor epoxide ND 0.010 ug/L 10/19/23 08:38 10/19/23 17:09 1Methoxychlor Tetrachloro-m-xylene (Surr) 69 20 - 139 10/19/23 17:09 1 MB MB
Surrogate
10/19/23 08:38
Dil FacPrepared AnalyzedQualifier Limits%Recovery
85 10/19/23 08:38 10/19/23 17:09 1DCB Decachlorobiphenyl (Surr) 20 - 154 Client Sample ID: Lab Control SampleLab Sample ID: LCS 570-375186/2-A Matrix: Water Prep Type: Total/NA
Analysis Batch: 375046 Prep Batch: 375186
4,4'-DDD 0.0500 0.03603 ug/L 72 31 - 141
Analyte

LCS LCS
DUnitResult Qualifier %Rec
Spike
Added
%Rec
Limits
4,4'-DDE 0.0500 0.03271 ug/L 65 30 - 145
4,4'-DDT 0.0500 0.03651 ug/L 73 25 - 160
Aldrin 0.0500 0.02248 ug/L 45 42 - 140
alpha-Chlordane 0.0500 0.03080 J ug/L 62 45 - 140
alpha-BHC 0.0500 0.03105 ug/L 62 37 - 140
beta-BHC 0.0500 0.03276 ug/L 66 17 - 147
delta-BHC 0.0500 0.01888 ug/L 38 19 - 140
Dieldrin 0.0500 0.03251 ug/L 65 36 - 146
Endosulfan I 0.0500 0.03139 ug/L 63 45 - 153
Endosulfan II 0.0500 0.03725 ug/L 74 1 - 202
Endosulfan sulfate 0.0500 0.03540 ug/L 71 26 - 144
Endrin 0.0500 0.04273 ug/L 85 30 - 147
Endrin aldehyde 0.0500 ND ug/L 65 50 - 135
Endrin ketone 0.0500 0.03632 ug/L 73 60 - 140
gamma-Chlordane 0.0500 0.03195 ug/L 64 45 - 140
gamma-BHC (Lindane) 0.0500 0.03142 ug/L 63 32 - 140
Heptachlor 0.0500 0.03274 ug/L 65 34 - 140
Heptachlor epoxide 0.0500 0.03103 ug/L 62 37 - 142
Methoxychlor 0.0500 0.03962 ug/L 79 50 - 135
Tetrachloro-m-xylene (Surr) 20 - 139
Surrogate
72 LCS LCS
Qualifier Limits%Recovery
87DCB Decachlorobiphenyl (Surr) 20 - 154
Eurofins Calscience

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Job ID: 570-156657-1Client: Atlas Engineering W
est, Inc.

Project/Site: Tyler Street Sewer Rplc / 10206.000
Method: 608.3 - Organochlorine Pesticides in Water (Continued) Client Sample ID: Lab Control Sample DupLab Sample ID: LCSD 570-375186/3-A Matrix: Water Prep Type: Total/NA
Analysis Batch: 375046 Prep Batch: 375186
4,4'-DDD 0.0500 0.03650 ug/L 73 31 - 141 1 39
Analyte

LCSD LCSD
DUnitResult Qualifier %Rec
Spike
Added
%Rec
Limits LimitRPD
RPD
4,4'-DDE 0.0500 0.03416 ug/L 68 30 - 145 4 35
4,4'-DDT 0.0500 0.03717 ug/L 74 25 - 160 2 42
Aldrin 0.0500 0.02429 ug/L 49 42 - 140 8 35
alpha-Chlordane 0.0500 0.03235 J ug/L 65 45 - 140 5 35
alpha-BHC 0.0500 0.03186 ug/L 64 37 - 140 3 36
beta-BHC 0.0500 0.03380 ug/L 68 17 - 147 3 44
delta-BHC 0.0500 0.01978 ug/L 40 19 - 140 5 52
Dieldrin 0.0500 0.03432 ug/L 69 36 - 146 5 49
Endosulfan I 0.0500 0.03327 ug/L 67 45 - 153 6 28
Endosulfan II 0.0500 0.03759 ug/L 75 1 - 202 1 53
Endosulfan sulfate 0.0500 0.03549 ug/L 71 26 - 144 0 38 Endrin 0.0500 0.04479 ug/L 90 30 - 147 5 48
Endrin aldehyde 0.0500 ND ug/L 65 50 - 135 1 25
Endrin ketone 0.0500 0.03599 ug/L 72 60 - 140 1 30
gamma-Chlordane 0.0500 0.03389 ug/L 68 45 - 140 6 35
gamma-BHC (Lindane) 0.0500 0.03260 ug/L 65 32 - 140 4 39 Heptachlor 0.0500 0.03402 ug/L 68 34 - 140 4 43
Heptachlor epoxide 0.0500 0.03299 ug/L 66 37 - 142 6 26 Methoxychlor 0.0500 0.03874 ug/L 77 50 - 135 2 25
Tetrachloro-m-xylene (Surr) 20 - 139
Surrogate
73 LCSD LCSD
Qualifier Limits%Recovery
81DCB Decachlorobiphenyl (Surr) 20 - 154
Method: 200.8 - Metals (ICP/MS)
Client Sample ID: Method BlankLab Sample ID: MB 570-374289/1-A Matrix: Water Prep Type: Total Recoverable
Analysis Batch: 375187 Prep Batch: 374289
RL
Boron ND 50.0 ug/L 10/17/23 06:51 10/18/23 16:51 1
MB MB
Analyte Dil FacAnalyzedPreparedDUnitResult Qualifier
Client Sample ID: Lab Control SampleLab Sample ID: LCS 570-374289/2-A Matrix: Water Prep Type: Total Recoverable
Analysis Batch: 375187 Prep Batch: 374289
Boron 800 766.2 ug/L 96 85 - 115
Analyte

LCS LCS
DUnitResult Qualifier %Rec
Spike
Added
%Rec
Limits
Client Sample ID: Lab Control Sample DupLab Sample ID: LCSD 570-374289/3-A Matrix: Water Prep Type: Total Recoverable
Analysis Batch: 375187 Prep Batch: 374289
Boron 800 773.7 ug/L 97 85 - 115 1 20
Analyte

LCSD LCSD
DUnitResult Qualifier %Rec
Spike
Added
%Rec
Limits LimitRPD
RPD
Eurofins Calscience

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Job ID: 570-156657-1Client: Atlas Engineering W
est, Inc.

Project/Site: Tyler Street Sewer Rplc / 10206.000
Method: 6010B - Metals (ICP)
Client Sample ID: Method BlankLab Sample ID: MB 570-373874/1-A Matrix: Water Prep Type: Total Recoverable
Analysis Batch: 374149 Prep Batch: 373874
RL
Antimony ND 0.100 mg/L 10/16/23 07:51 10/16/23 13:45 1
MB MB
Analyte Dil FacAnalyzedPreparedDUnitResult Qualifier
ND 0.100 mg/L 10/16/23 07:51 10/16/23 13:45 1Arsenic
ND 0.0100 mg/L 10/16/23 07:51 10/16/23 13:45 1Barium
ND 0.0100 mg/L 10/16/23 07:51 10/16/23 13:45 1Beryllium ND 0.0100 mg/L 10/16/23 07:51 10/16/23 13:45 1Cadmium
ND 0.0500 mg/L 10/16/23 07:51 10/16/23 13:45 1Chromium
ND 0.0500 mg/L 10/16/23 07:51 10/16/23 13:45 1Cobalt
ND 0.0500 mg/L 10/16/23 07:51 10/16/23 13:45 1Copper
ND 0.0500 mg/L 10/16/23 07:51 10/16/23 13:45 1Lead
ND 0.0500 mg/L 10/16/23 07:51 10/16/23 13:45 1Molybdenum ND 0.0500 mg/L 10/16/23 07:51 10/16/23 13:45 1Nickel
ND 0.0500 mg/L 10/16/23 07:51 10/16/23 13:45 1Selenium
ND 0.0100 mg/L 10/16/23 07:51 10/16/23 13:45 1Silver
ND 0.0500 mg/L 10/16/23 07:51 10/16/23 13:45 1Thallium
ND 0.0100 mg/L 10/16/23 07:51 10/16/23 13:45 1Vanadium
ND 0.250 mg/L 10/16/23 07:51 10/16/23 13:45 1Zinc
Client Sample ID: Lab Control SampleLab Sample ID: LCS 570-373874/2-A Matrix: Water Prep Type: Total Recoverable
Analysis Batch: 374149 Prep Batch: 373874
Antimony 0.500 0.5924 mg/L 118 80 - 120
Analyte

LCS LCS
DUnitResult Qualifier %Rec
Spike
Added
%Rec
Limits
Arsenic 0.500 0.5223 mg/L 104 80 - 120
Barium 0.500 0.5224 mg/L 104 80 - 120
Beryllium 0.500 0.5207 mg/L 104 80 - 120
Cadmium 0.500 0.5162 mg/L 103 80 - 120
Chromium 0.500 0.5283 mg/L 106 80 - 120
Cobalt 0.500 0.5227 mg/L 105 80 - 120
Copper 0.500 0.5298 mg/L 106 80 - 120
Lead 0.500 0.5221 mg/L 104 80 - 120
Molybdenum 0.500 0.5299 mg/L 106 80 - 120
Nickel 0.500 0.5239 mg/L 105 80 - 120
Selenium 0.500 0.4961 mg/L 99 80 - 120
Silver 0.250 0.2622 mg/L 105 80 - 120
Thallium 0.500 0.5264 mg/L 105 80 - 120
Vanadium 0.500 0.5107 mg/L 102 80 - 120
Zinc 0.500 0.5121 mg/L 102 80 - 120
Client Sample ID: Lab Control Sample DupLab Sample ID: LCSD 570-373874/3-A Matrix: Water Prep Type: Total Recoverable
Analysis Batch: 374149 Prep Batch: 373874
Antimony 0.500 0.5804 mg/L 116 80 - 120 2 20
Analyte

LCSD LCSD
DUnitResult Qualifier %Rec
Spike
Added
%Rec
Limits LimitRPD
RPD
Arsenic 0.500 0.5061 mg/L 101 80 - 120 3 20
Barium 0.500 0.5096 mg/L 102 80 - 120 2 20
Beryllium 0.500 0.5077 mg/L 102 80 - 120 3 20
Cadmium 0.500 0.5012 mg/L 100 80 - 120 3 20
Eurofins Calscience

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Job ID: 570-156657-1Client: Atlas Engineering W
est, Inc.

Project/Site: Tyler Street Sewer Rplc / 10206.000
Method: 6010B - Metals (ICP) (Continued)
Client Sample ID: Lab Control Sample DupLab Sample ID: LCSD 570-373874/3-A Matrix: Water Prep Type: Total Recoverable
Analysis Batch: 374149 Prep Batch: 373874
Chromium 0.500 0.5138 mg/L 103 80 - 120 3 20
Analyte

LCSD LCSD
DUnitResult Qualifier %Rec
Spike
Added
%Rec
Limits LimitRPD
RPD
Cobalt 0.500 0.5093 mg/L 102 80 - 120 3 20
Copper 0.500 0.5069 mg/L 101 80 - 120 4 20
Lead 0.500 0.5104 mg/L 102 80 - 120 2 20
Molybdenum 0.500 0.5216 mg/L 104 80 - 120 2 20
Nickel 0.500 0.5099 mg/L 102 80 - 120 3 20
Selenium 0.500 0.4803 mg/L 96 80 - 120 3 20
Silver 0.250 0.2555 mg/L 102 80 - 120 3 20
Thallium 0.500 0.5173 mg/L 103 80 - 120 2 20
Vanadium 0.500 0.4979 mg/L 100 80 - 120 3 20
Zinc 0.500 0.4973 mg/L 99 80 - 120 3 20
Method: 7470A - Mercury (CVAA)
Client Sample ID: Method BlankLab Sample ID: MB 570-374136/1-A Matrix: Water Prep Type: Total/NA
Analysis Batch: 374520 Prep Batch: 374136
RL
Mercury ND 0.000200 mg/L 10/16/23 15:37 10/17/23 16:09 1 MB MB
Analyte Dil FacAnalyzedPreparedDUnitResult Qualifier
Client Sample ID: Lab Control SampleLab Sample ID: LCS 570-374136/2-A Matrix: Water Prep Type: Total/NA
Analysis Batch: 374520 Prep Batch: 374136
Mercury 0.00800 0.008564 mg/L 107 80 - 120
Analyte

LCS LCS
DUnitResult Qualifier %Rec
Spike
Added
%Rec
Limits
Client Sample ID: Lab Control Sample DupLab Sample ID: LCSD 570-374136/3-A Matrix: Water Prep Type: Total/NA
Analysis Batch: 374520 Prep Batch: 374136
Mercury 0.00800 0.008617 mg/L 108 80 - 120 1 10
Analyte

LCSD LCSD
DUnitResult Qualifier %Rec
Spike
Added
%Rec
Limits LimitRPD
RPD
Method: 1664A - HEM and SGT-HEM
Client Sample ID: Method BlankLab Sample ID: MB 570-374532/1-A Matrix: Water Prep Type: Total/NA
Analysis Batch: 375009 Prep Batch: 374532
RL
HEM: Oil and Grease ND 1.00 mg/L 10/17/23 17:01 10/18/23 17:58 1 MB MB
Analyte Dil FacAnalyzedPreparedDUnitResult Qualifier
ND 1.00 mg/L 10/17/23 17:01 10/18/23 17:58 1HEM-SGT: Oil and Grease Eurofins Calscience

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15 QC Sample Results
Job ID: 570-156657-1Client: Atlas Engineering W
est, Inc.

Project/Site: Tyler Street Sewer Rplc / 10206.000
Method: 1664A - HEM and SGT-HEM (Continued)
Client Sample ID: Lab Control SampleLab Sample ID: LCS 570-374532/2-A Matrix: Water Prep Type: Total/NA
Analysis Batch: 375009 Prep Batch: 374532
HEM: Oil and Grease 40.0 32.50 mg/L 81 78 - 114
Analyte

LCS LCS
DUnitResult Qualifier %Rec
Spike
Added
%Rec
Limits
HEM-SGT: Oil and Grease 20.0 13.60 mg/L 68 64 - 132
Client Sample ID: Lab Control Sample DupLab Sample ID: LCSD 570-374532/3-A Matrix: Water Prep Type: Total/NA
Analysis Batch: 375009 Prep Batch: 374532
HEM: Oil and Grease 40.0 31.90 mg/L 80 78 - 114 2 18
Analyte

LCSD LCSD
DUnitResult Qualifier %Rec
Spike
Added
%Rec
Limits LimitRPD
RPD
HEM-SGT: Oil and Grease 20.0 16.00 mg/L 80 64 - 132 16 34 Method: SM 2540C - Solids, Total Dissolved (TDS)
Client Sample ID: Method BlankLab Sample ID: MB 570-375347/1 Matrix: Water Prep Type: Total/NA
Analysis Batch: 375347
RL
Total Dissolved Solids ND 10.0 mg/L 10/19/23 14:07 1
MB MB
Analyte Dil FacAnalyzedPreparedDUnitResult Qualifier
Client Sample ID: Lab Control SampleLab Sample ID: LCS 570-375347/2 Matrix: Water Prep Type: Total/NA
Analysis Batch: 375347
Total Dissolved Solids 1000 996.0 mg/L 100 84 - 108
Analyte

LCS LCS
DUnitResult Qualifier %Rec
Spike
Added
%Rec
Limits
Client Sample ID: Lab Control Sample DupLab Sample ID: LCSD 570-375347/3 Matrix: Water Prep Type: Total/NA
Analysis Batch: 375347
Total Dissolved Solids 1000 942.0 mg/L 94 84 - 108 6 10 Analyte

LCSD LCSD
DUnitResult Qualifier %Rec
Spike
Added
%Rec
Limits LimitRPD
RPD
Client Sample ID: MW-1Lab Sample ID: 570-156657-1 DU
Matrix: Water Prep Type: Total/NA
Analysis Batch: 375347
Total Dissolved Solids 1340 1336 mg/L 0.4 10
Analyte
DU DU
DUnitResult Qualifier
Sample
Result
Sample
Qualifier LimitRPD
RPD
Method: SM 2540D - Solids, Total Suspended (TSS)
Client Sample ID: Method BlankLab Sample ID: MB 570-375483/1 Matrix: Water Prep Type: Total/NA
Analysis Batch: 375483
RL
Total Suspended Solids ND 1.00 mg/L 10/19/23 19:26 1
MB MB
Analyte Dil FacAnalyzedPreparedDUnitResult Qualifier
Eurofins Calscience

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15 QC Sample Results
Job ID: 570-156657-1Client: Atlas Engineering W
est, Inc.

Project/Site: Tyler Street Sewer Rplc / 10206.000
Method: SM 2540D - Solids, Total Suspended (TSS) (Continued) Client Sample ID: Lab Control SampleLab Sample ID: LCS 570-375483/2 Matrix: Water Prep Type: Total/NA
Analysis Batch: 375483
Total Suspended Solids 100 96.00 mg/L 96 77 - 116
Analyte

LCS LCS
DUnitResult Qualifier %Rec
Spike
Added
%Rec
Limits
Client Sample ID: Lab Control Sample DupLab Sample ID: LCSD 570-375483/3 Matrix: Water Prep Type: Total/NA
Analysis Batch: 375483
Total Suspended Solids 100 93.00 mg/L 93 77 - 116 3 10
Analyte

LCSD LCSD
DUnitResult Qualifier %Rec
Spike
Added
%Rec
Limits LimitRPD
RPD
Client Sample ID: MW-1Lab Sample ID: 570-156657-1 DU
Matrix: Water Prep Type: Total/NA
Analysis Batch: 375483
Total Suspended Solids 430 494.7 F3 mg/L 14 10
Analyte
DU DU
DUnitResult Qualifier
Sample
Result
Sample
Qualifier LimitRPD
RPD
Method: SM 5210B - BOD, 5-Day
Client Sample ID: Lab Control SampleLab Sample ID: LCS 570-373749/2-A Matrix: Water Prep Type: Total/NA
Analysis Batch: 375267 Prep Batch: 373749
Biochemical Oxygen Demand 199 183.9 mg/L 93 84.6 - 115. 4 Analyte

LCS LCS
DUnitResult Qualifier %Rec
Spike
Added
%Rec
Limits
Client Sample ID: Method BlankLab Sample ID: USB 570-375267/2 Matrix: Water Prep Type: Total/NA
Analysis Batch: 375267
RL
Biochemical Oxygen Demand 0.1000 0.0000020
0 mg/L 10/19/23 09:58 1

USB USB
Analyte Dil FacAnalyzedPreparedDUnitResult Qualifier
Eurofins Calscience

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15 Marginal Exceedance (ME) Summary
Job ID: 570-156657-1Client: Atlas Engineering W
est, Inc.

Project/Site: Tyler Street Sewer Rplc / 10206.000
Method: 625.1 - Semivolatile Organic Compounds (GC/MS)
Client Sample ID: Lab Control SampleLab Sample ID: LCS 570-373879/2-A Matrix: Water Prep Type: Total/NA
1,2,4-Trichlorobenzene 100 75.88 ug/L 76 57 - 130
Analyte

LCS LCS
UnitResult Qualifier %Rec
Spike
Added
%Rec.

Limits
ME %Rec.

Limits
45 - 142
Marginal Exceedance
Status
1,2-Diphenylhydrazine(as
Azobenzene)
100 69.63 ug/L 70 57 - 120 47 131-
2,4,6-Trichlorophenol 100 85.69 ug/L 86 52 - 129 39 142- 2,4-Dichlorophenol 100 84.03 ug/L 84 53 - 122 42 134-
2,4-Dimethylphenol 100 98.74 ug/L 99 42 - 120 29 133-
2,4-Dinitrophenol 100 46.14 J ug/L 46 1 - 173 1 202-
2,4-Dinitrotoluene 100 82.86 ug/L 83 48 - 127 35 140-
2,6-Dinitrotoluene 100 87.40 ug/L 87 68 - 137 57 149-
2-Chloronaphthalene 100 81.30 ug/L 81 65 - 120 56 129-
2-Chlorophenol 100 83.57 ug/L 84 36 - 120 22 134-
2-Nitrophenol 100 91.06 ug/L 91 45 - 167 25 187-
3,3'-Dichlorobenzidine 100 79.61 ug/L 80 8 - 213 1 247- 4,6-Dinitro-2-methylphenol 100 57.19 ug/L 57 53 - 130 40 143- 4-Bromophenyl phenyl ether 100 80.10 ug/L 80 65 - 120 56 129- 4-Chloro-3-methylphenol 100 77.81 ug/L 78 41 - 128 27 143- 4-Chlorophenyl phenyl ether 100 82.16 ug/L 82 38 - 145 20 163- 4-Nitrophenol 100 29.67 ug/L 30 13 - 129 1 148-
Acenaphthene 100 75.90 ug/L 76 60 - 132 48 144-
Acenaphthylene 100 84.68 ug/L 85 54 - 126 42 138-
Anthracene 100 79.30 ug/L 79 43 - 120 30 133-
Benzidine 100 ND ug/L 21 20 - 143 1 164-
Benzo[a]anthracene 100 79.87 ug/L 80 42 - 133 27 148-
Benzo[a]pyrene 100 81.46 ug/L 81 32 - 148 13 167-
Benzo[b]fluoranthene 100 80.03 ug/L 80 42 - 140 26 156- Benzo[g,h,i]perylene 100 87.47 ug/L 87 1 - 195 1 227-
Benzo[k]fluoranthene 100 89.00 ug/L 89 25 - 146 5 166-
Bis (2-chloroethoxy) methane 100 76.51 ug/L 77 49 - 165 30 184- Bis(2-chloroethyl)ether 100 77.26 ug/L 77 43 - 126 29 140- bis (2-chloroisopropyl) ether 100 58.99 *- me ug/L 59 63 - 139 50 152- ME Bis(2-ethylhexyl) phthalate 100 83.73 ug/L 84 29 - 137 11 155- Butyl benzyl phthalate 100 83.42 ug/L 83 1 - 140 1 163- Chrysene 100 79.57 ug/L 80 44 - 140 28 156-
Dibenz(a,h)anthracene 100 87.25 ug/L 87 1 - 200 1 233-
Diethyl phthalate 100 81.73 ug/L 82 1 - 120 1 140-
Dimethyl phthalate 100 80.55 ug/L 81 1 - 120 1 140-
Di-n-butyl phthalate 100 81.95 ug/L 82 8 - 120 1 139-
Di-n-octyl phthalate 100 89.56 ug/L 90 19 - 132 1 151-
Fluoranthene 100 80.59 ug/L 81 43 - 121 30 134-
Fluorene 100 80.08 ug/L 80 70 - 120 62 128-
Hexachloro-1,3-butadiene 100 79.74 ug/L 80 38 - 120 24 134- Hexachlorobenzene 100 80.13 ug/L 80 8 - 142 1 164-
Hexachlorocyclopentadiene 100 88.27 ug/L 88 46 - 135 31 150- Hexachloroethane 100 74.08 ug/L 74 55 - 120 44 131-
Indeno[1,2,3-cd]pyrene 100 89.83 ug/L 90 1 - 151 1 176- Isophorone 100 71.80 ug/L 72 47 - 180 25 202-
Naphthalene 100 73.24 ug/L 73 36 - 120 22 134-
Nitrobenzene 100 73.19 ug/L 73 54 - 158 37 175-
N-Nitrosodimethylamine 100 45.37 ug/L 45 38 - 120 24 134- N-Nitrosodi-n-propylamine 100 68.26 ug/L 68 14 - 198 1 229- Eurofins Calscience

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15 Marginal Exceedance (ME) Summary
Job ID: 570-156657-1Client: Atlas Engineering W
est, Inc.

Project/Site: Tyler Street Sewer Rplc / 10206.000
Method: 625.1 - Semivolatile Organic Compounds (GC/MS) (Continued) Client Sample ID: Lab Control SampleLab Sample ID: LCS 570-373879/2-A Matrix: Water Prep Type: Total/NA
N-Nitrosodiphenylamine 100 88.81 ug/L 89 79 - 127
Analyte

LCS LCS
UnitResult Qualifier %Rec
Spike
Added
%Rec.

Limits
ME %Rec.

Limits
71 - 135
Marginal Exceedance
Status
Pentachlorophenol 100 62.67 ug/L 63 38 - 152 19 171-
Phenanthrene 100 76.78 ug/L 77 65 - 120 56 129-
Phenol 100 40.14 ug/L 40 17 - 120 1 137-
Pyrene 100 81.79 ug/L 82 70 - 120 62 128-
Summary
Number of
Analytes Reported
54 Number of Marginal
Exceedances Allowed
3 Number of Marginal
Exceedances Found
1 ME = Marginal Exceedance
Client Sample ID: Lab Control Sample DupLab Sample ID: LCSD 570-373879/3-A Matrix: Water Prep Type: Total/NA
1,2,4-Trichlorobenzene 100 74.37 ug/L 74 57 - 130
Analyte

LCSD LCSD
UnitResult Qualifier %Rec
Spike
Added
%Rec.

Limits
ME %Rec.

Limits
45 - 142
Marginal Exceedance
Status
1,2-Diphenylhydrazine(as
Azobenzene)
100 74.40 ug/L 74 57 - 120 47 131-
2,4,6-Trichlorophenol 100 84.69 ug/L 85 52 - 129 39 142- 2,4-Dichlorophenol 100 81.69 ug/L 82 53 - 122 42 134-
2,4-Dimethylphenol 100 97.29 ug/L 97 42 - 120 29 133-
2,4-Dinitrophenol 100 47.65 J ug/L 48 1 - 173 1 202-
2,4-Dinitrotoluene 100 87.26 ug/L 87 48 - 127 35 140-
2,6-Dinitrotoluene 100 86.73 ug/L 87 68 - 137 57 149-
2-Chloronaphthalene 100 81.30 ug/L 81 65 - 120 56 129-
2-Chlorophenol 100 78.64 ug/L 79 36 - 120 22 134-
2-Nitrophenol 100 83.28 ug/L 83 45 - 167 25 187-
3,3'-Dichlorobenzidine 100 88.67 ug/L 89 8 - 213 1 247- 4,6-Dinitro-2-methylphenol 100 66.87 ug/L 67 53 - 130 40 143- 4-Bromophenyl phenyl ether 100 82.43 ug/L 82 65 - 120 56 129- 4-Chloro-3-methylphenol 100 77.49 ug/L 77 41 - 128 27 143- 4-Chlorophenyl phenyl ether 100 81.16 ug/L 81 38 - 145 20 163- 4-Nitrophenol 100 34.34 ug/L 34 13 - 129 1 148-
Acenaphthene 100 78.43 ug/L 78 60 - 132 48 144-
Acenaphthylene 100 83.79 ug/L 84 54 - 126 42 138-
Anthracene 100 84.24 ug/L 84 43 - 120 30 133-
Benzidine 100 ND *- *1 me ug/L 12 20 - 143 1 164- ME
Benzo[a]anthracene 100 85.35 ug/L 85 42 - 133 27 148-
Benzo[a]pyrene 100 85.03 ug/L 85 32 - 148 13 167-
Benzo[b]fluoranthene 100 86.07 ug/L 86 42 - 140 26 156- Benzo[g,h,i]perylene 100 90.85 ug/L 91 1 - 195 1 227-
Benzo[k]fluoranthene 100 92.74 ug/L 93 25 - 146 5 166-
Bis (2-chloroethoxy) methane 100 74.84 ug/L 75 49 - 165 30 184- Bis(2-chloroethyl)ether 100 74.61 ug/L 75 43 - 126 29 140- bis (2-chloroisopropyl) ether 100 55.77 *- me ug/L 56 63 - 139 50 152- ME Bis(2-ethylhexyl) phthalate 100 87.58 ug/L 88 29 - 137 11 155- Butyl benzyl phthalate 100 92.40 ug/L 92 1 - 140 1 163- Chrysene 100 84.84 ug/L 85 44 - 140 28 156-
Dibenz(a,h)anthracene 100 90.54 ug/L 91 1 - 200 1 233-
Eurofins Calscience

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15 Marginal Exceedance (ME) Summary
Job ID: 570-156657-1Client: Atlas Engineering W
est, Inc.

Project/Site: Tyler Street Sewer Rplc / 10206.000
Method: 625.1 - Semivolatile Organic Compounds (GC/MS) (Continued) Client Sample ID: Lab Control Sample DupLab Sample ID: LCSD 570-373879/3-A Matrix: Water Prep Type: Total/NA
Diethyl phthalate 100 83.73 ug/L 84 1 - 120
Analyte

LCSD LCSD
UnitResult Qualifier %Rec
Spike
Added
%Rec.

Limits
ME %Rec.

Limits
1 - 140
Marginal Exceedance
Status
Dimethyl phthalate 100 83.58 ug/L 84 1 - 120 1 140-
Di-n-butyl phthalate 100 89.35 ug/L 89 8 - 120 1 139-
Di-n-octyl phthalate 100 95.61 ug/L 96 19 - 132 1 151-
Fluoranthene 100 85.83 ug/L 86 43 - 121 30 134-
Fluorene 100 80.91 ug/L 81 70 - 120 62 128-
Hexachloro-1,3-butadiene 100 76.62 ug/L 77 38 - 120 24 134- Hexachlorobenzene 100 85.06 ug/L 85 8 - 142 1 164-
Hexachlorocyclopentadiene 100 91.47 ug/L 91 46 - 135 31 150- Hexachloroethane 100 66.09 ug/L 66 55 - 120 44 131-
Indeno[1,2,3-cd]pyrene 100 94.02 ug/L 94 1 - 151 1 176- Isophorone 100 71.28 ug/L 71 47 - 180 25 202-
Naphthalene 100 70.49 ug/L 70 36 - 120 22 134-
Nitrobenzene 100 68.25 ug/L 68 54 - 158 37 175-
N-Nitrosodimethylamine 100 44.86 ug/L 45 38 - 120 24 134- N-Nitrosodi-n-propylamine 100 71.80 ug/L 72 14 - 198 1 229- N-Nitrosodiphenylamine 100 93.46 ug/L 93 79 - 127 71 135- Pentachlorophenol 100 72.61 ug/L 73 38 - 152 19 171-
Phenanthrene 100 82.50 ug/L 82 65 - 120 56 129-
Phenol 100 42.51 ug/L 43 17 - 120 1 137-
Pyrene 100 88.78 ug/L 89 70 - 120 62 128-
Summary
Number of
Analytes Reported
54 Number of Marginal
Exceedances Allowed
3 Number of Marginal
Exceedances Found
2 ME = Marginal Exceedance
Eurofins Calscience

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15 QC Association Summary
Job ID: 570-156657-1Client: Atlas Engineering W
est, Inc.

Project/Site: Tyler Street Sewer Rplc / 10206.000

GC/MS VOA
Analysis Batch: 374593
Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch Water 624.1570-156657-1 MW-1 Total/NA
Water 624.1MB 570-374593/7 Method Blank Total/NA
Water 624.1LCS 570-374593/4 Lab Control Sample Total/NA Water 624.1LCSD 570-374593/5 Lab Control Sample Dup Total/NA Analysis Batch: 374594
Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch Water 8260B570-156657-1 MW-1 Total/NA
Water 8260BMB 570-374594/7 Method Blank Total/NA
Water 8260BLCS 570-374594/4 Lab Control Sample Total/NA Water 8260BLCSD 570-374594/5 Lab Control Sample Dup Total/NA Analysis Batch: 376130
Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch Water 624.1570-156657-1 - RA MW-1 Total/NA
Water 624.1MB 570-376130/8 Method Blank Total/NA
Water 624.1LCS 570-376130/4 Lab Control Sample Total/NA Water 624.1LCSD 570-376130/5 Lab Control Sample Dup Total/NA GC/MS Semi VOA
Prep Batch: 373879
Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch Water 625.1570-156657-1 MW-1 Total/NA
Water 625.1MB 570-373879/1-A Method Blank Total/NA
Water 625.1LCS 570-373879/2-A Lab Control Sample Total/NA Water 625.1LCSD 570-373879/3-A Lab Control Sample Dup Total/NA Analysis Batch: 374833
Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch Water 625.1 373879570-156657-1 MW-1 Total/NA
Water 625.1 373879MB 570-373879/1-A Method Blank Total/NA Water 625.1 373879LCS 570-373879/2-A Lab Control Sample Total/NA Water 625.1 373879LCSD 570-373879/3-A Lab Control Sample Dup Total/NA GC Semi VOA
Analysis Batch: 375046
Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch Water 608.3 375186MB 570-375186/1-A Method Blank Total/NA Water 608.3 375186LCS 570-375186/2-A Lab Control Sample Total/NA Water 608.3 375186LCSD 570-375186/3-A Lab Control Sample Dup Total/NA Prep Batch: 375186
Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch Water 608570-156657-1 MW-1 Total/NA
Water 608MB 570-375186/1-A Method Blank Total/NA
Water 608LCS 570-375186/2-A Lab Control Sample Total/NA Water 608LCSD 570-375186/3-A Lab Control Sample Dup Total/NA Eurofins Calscience

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15 QC Association Summary
Job ID: 570-156657-1Client: Atlas Engineering W
est, Inc.

Project/Site: Tyler Street Sewer Rplc / 10206.000
GC Semi VOA
Analysis Batch: 375471
Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch Water 608.3 375186570-156657-1 MW-1 Total/NA
Metals
Prep Batch: 373874
Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch Water 3005A570-156657-1 MW-1 Total Recoverable
Water 3005AMB 570-373874/1-A Method Blank Total Recoverable Water 3005ALCS 570-373874/2-A Lab Control Sample Total Recoverable Water 3005ALCSD 570-373874/3-A Lab Control Sample Dup Total Recoverable Prep Batch: 374136
Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch Water 7470A570-156657-1 MW-1 Total/NA
Water 7470AMB 570-374136/1-A Method Blank Total/NA
Water 7470ALCS 570-374136/2-A Lab Control Sample Total/NA Water 7470ALCSD 570-374136/3-A Lab Control Sample Dup Total/NA Analysis Batch: 374149
Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch Water 6010B 373874MB 570-373874/1-A Method Blank Total Recoverable Water 6010B 373874LCS 570-373874/2-A Lab Control Sample Total Recoverable Water 6010B 373874LCSD 570-373874/3-A Lab Control Sample Dup Total Recoverable Prep Batch: 374289
Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch Water 200.8570-156657-1 MW-1 Total Recoverable
Water 200.8MB 570-374289/1-A Method Blank Total Recoverable Water 200.8LCS 570-374289/2-A Lab Control Sample Total Recoverable Water 200.8LCSD 570-374289/3-A Lab Control Sample Dup Total Recoverable Analysis Batch: 374520
Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch Water 7470A 374136MB 570-374136/1-A Method Blank Total/NA Water 7470A 374136LCS 570-374136/2-A Lab Control Sample Total/NA Water 7470A 374136LCSD 570-374136/3-A Lab Control Sample Dup Total/NA Analysis Batch: 374550
Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch Water 6010B 373874570-156657-1 MW-1 Total Recoverable
Analysis Batch: 374620
Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch Water 7470A 374136570-156657-1 MW-1 Total/NA
Analysis Batch: 375187
Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch Water 200.8 374289570-156657-1 MW-1 Total Recoverable
Water 200.8 374289MB 570-374289/1-A Method Blank Total Recoverable Water 200.8 374289LCS 570-374289/2-A Lab Control Sample Total Recoverable Water 200.8 374289LCSD 570-374289/3-A Lab Control Sample Dup Total Recoverable Eurofins Calscience

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15 QC Association Summary
Job ID: 570-156657-1Client: Atlas Engineering W
est, Inc.

Project/Site: Tyler Street Sewer Rplc / 10206.000
General Chemistry
Prep Batch: 373749
Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch Water BOD Prep570-156657-1 MW-1 Total/NA
Water BOD PrepLCS 570-373749/2-A Lab Control Sample Total/NA Prep Batch: 374532
Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch Water 1664A570-156657-1 MW-1 Total/NA
Water 1664AMB 570-374532/1-A Method Blank Total/NA
Water 1664ALCS 570-374532/2-A Lab Control Sample Total/NA Water 1664ALCSD 570-374532/3-A Lab Control Sample Dup Total/NA Analysis Batch: 375009
Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch Water 1664A 374532570-156657-1 MW-1 Total/NA
Water 1664A 374532MB 570-374532/1-A Method Blank Total/NA Water 1664A 374532LCS 570-374532/2-A Lab Control Sample Total/NA Water 1664A 374532LCSD 570-374532/3-A Lab Control Sample Dup Total/NA Analysis Batch: 375267
Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch Water SM 5210B 373749570-156657-1 MW-1 Total/NA
Water SM 5210BUSB 570-375267/2 Method Blank Total/NA
Water SM 5210B 373749LCS 570-373749/2-A Lab Control Sample Total/NA Analysis Batch: 375347
Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch Water SM 2540C570-156657-1 MW-1 Total/NA
Water SM 2540CMB 570-375347/1 Method Blank Total/NA
Water SM 2540CLCS 570-375347/2 Lab Control Sample Total/NA Water SM 2540CLCSD 570-375347/3 Lab Control Sample Dup Total/NA Water SM 2540C570-156657-1 DU MW-1 Total/NA
Analysis Batch: 375483
Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch Water SM 2540D570-156657-1 MW-1 Total/NA
Water SM 2540DMB 570-375483/1 Method Blank Total/NA
Water SM 2540DLCS 570-375483/2 Lab Control Sample Total/NA Water SM 2540DLCSD 570-375483/3 Lab Control Sample Dup Total/NA Water SM 2540D570-156657-1 DU MW-1 Total/NA
Eurofins Calscience

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15 Lab Chronicle
Client: Atlas Engineering W
est, Inc. Job ID: 570-156657-1
Project/Site: Tyler Street Sewer Rplc / 10206.000
Client Sample ID: MW-1 Lab Sample ID: 570-156657-1
Matrix: WaterDate Collected: 10/13/23 10:00
Date Received: 10/13/23 11:42
Analysis 624.1 CG10/17/23 22:121 EET CAL 4374593
Type
Batch
Method
Batch
Prep Type LabAnalystRun
Prepared
or Analyzed
Initial
Amount Amount
Final Batch
NumberFactor
Dil
Total/NA 5 mL 5 mL
Instrument ID: GCMSPP
Analysis 624.1 RA 1 376130 10/23/23 13:49 VYF4 EET CAL 4Total/NA 5 mL 5 mL GCMSXXInstrument ID:

Analysis 8260B 1 374594 10/17/23 22:12 CG EET CAL 4Total/NA 5 mL 5 mL GCMSPPInstrument ID:

Prep 625.1 373879 10/16/23 08:28 OAJ3 EET CAL 4Total/NA 1034.3 mL 2 mL Analysis 625.1 1 374833 10/18/23 20:06 UX77 EET CAL 4Total/NA 1 mL 1 mL GCMS83Instrument ID:

Prep 608 375186 10/19/23 08:39 OAJ3 EET CAL 4Total/NA 1035.4 mL 1 mL Analysis 608.3 1 375471 10/20/23 14:43 N5Y3 EET CAL 4Total/NA 1 mL 1 mL GC54AInstrument ID:

Prep 200.8 374289 10/17/23 06:51 JP8N EET CAL 4Total Recoverable 50 mL 50 mL Analysis 200.8 1 375187 10/18/23 17:22 C0YH EET CAL 4Total Recoverable ICPMS10Instrument ID:

Prep 3005A 373874 10/16/23 07:51 JP8N EET CAL 4Total Recoverable 50 mL 50 mL Analysis 6010B 1 374550 10/17/23 15:58 P1R EET CAL 4Total Recoverable ICP10Instrument ID:

Prep 7470A 374136 10/16/23 15:37 CS5Z EET CAL 4Total/NA 25 mL 50 mL Analysis 7470A 1 374620 10/17/23 20:34 CS5Z EET CAL 4Total/NA HG9Instrument ID:

Prep 1664A 374532 10/17/23 17:01 USUL EET CAL 4Total/NA 1051 mL 1000 mL Analysis 1664A 1 375009 10/18/23 17:58 YTB4 EET CAL 4Total/NA NO EQUIQInstrument ID:

Analysis SM 2540C 1 375347 10/19/23 14:07 ZL7L EET CAL 4Total/NA 50 mL 1000 mL BAL100Instrument ID:

Analysis SM 2540D 1 375483 10/19/23 19:27 JB EET CAL 4Total/NA 150 mL 1000 mL BAL71Instrument ID:

Prep BOD Prep 373749 10/14/23 10:24 TN8Z EET CAL 4Total/NA Analysis SM 5210B 1 375267 10/19/23 11:22 TN8Z EET CAL 4Total/NA 300 mL 300 mL BOD3Instrument ID:

Laboratory References:

EET
CAL 4 = Eurofins Calscience Tustin, 2841 Dow Avenue, Tustin, CA 92780, TEL (714)895-5494 Eurofins Calscience

Page 46 of 52 ends

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15 Accreditation/Certification Summary
Client: Atlas Engineering W
est, Inc. Job ID: 570-156657-1
Project/Site: Tyler Street Sewer Rplc / 10206.000
Laboratory: Eurofins Calscience
Unless otherwise noted, all analytes for this laboratory were covered under each accreditation/certification below.

Authority Program Identification Number Expiration Date California State 3082 07-31-24
The following analytes are included in this report, but the laboratory is not certified by the governing authority. This list may include analytes for which the agency does not of
fer certification.

Analysis Method Prep Method Matrix Analyte
200.8 200.8 Water Boron
608.3 608 Water alpha-Chlordane
608.3 608 Water Endrin ketone
608.3 608 Water gamma-Chlordane
624.1 Water cis-1,2-Dichloroethene
624.1 Water Dichlorodifluoromethane
624.1 Water Methyl-t-Butyl Ether (MTBE)
8260B Water 1,1,2-Trichloro-1,2,2-trifluoroethane
8260B Water 1,1-Dichloropropene
8260B Water 1,2,3-Trichlorobenzene
8260B Water 1,2,4-Trimethylbenzene
8260B Water 1,3,5-Trimethylbenzene
8260B Water 1,3-Dichloropropane
8260B Water 2,2-Dichloropropane
8260B Water 2-Butanone
8260B Water 2-Chlorotoluene
8260B Water 2-Hexanone
8260B Water Acetone
8260B Water Isopropylbenzene
8260B Water p-Isopropyltoluene
8260B Water Vinyl acetate
SM 2540C Water Total Dissolved Solids
Oregon NELAP 4175 02-02-24
Eurofins Calscience

Page 47 of 52 ends

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15 Method Summary
Job ID: 570-156657-1Client: Atlas Engineering W
est, Inc.

Project/Site: Tyler Street Sewer Rplc / 10206.000
Method Method Description LaboratoryProtocol
EPA624.1 Volatile Organic Compounds (GC/MS) EET CAL 4
SW8468260B Volatile Organic Compounds (GC/MS) EET CAL 4 EPA625.1 Semivolatile Organic Compounds (GC/MS) EET CAL 4 EPA608.3 Organochlorine Pesticides in Water EET CAL 4
EPA200.8 Metals (ICP/MS) EET CAL 4
SW8466010B Metals (ICP) EET CAL 4
SW8467470A Mercury (CVAA) EET CAL 4
1664A1664A HEM and SGT-HEM EET CAL 4
SMSM 2540C Solids, Total Dissolved (TDS) EET CAL 4
SMSM 2540D Solids, Total Suspended (TSS) EET CAL 4
SMSM 5210B BOD, 5-Day EET CAL 4
1664A1664A HEM and SGT-HEM (Aqueous) EET CAL 4
EPA200.8 Preparation, Total Recoverable Metals EET CAL 4 SW8463005A Preparation, Total Recoverable or Dissolved Metals EET CAL 4 SW8465030C Purge and Trap EET CAL 4
EPA608 Liquid-Liquid Extraction (Separatory Funnel) EET CAL 4 40CFR136A625.1 Liquid-Liquid Extraction EET CAL 4
SW8467470A Preparation, Mercury EET CAL 4
SMBOD Prep Preparation, BOD EET CAL 4
Protocol References:
1664A
= EPA-821-98-002
40CFR136A = "Methods for Organic Chemical Analysis of Municipal Industrial Wastewater", 40CFR, Part 136, Appendix A, October 26, 1984 and subsequent revisions.

EPA = US Environmental Protection Agency
SM = "Standard Methods For The Examination Of Water And Wastewater" SW846 = "Test Methods For Evaluating Solid Waste, Physical/Chemical Methods", Third Edition, November 1986 And Its Updates.

Laboratory References:

EET
CAL 4 = Eurofins Calscience Tustin, 2841 Dow Avenue, Tustin, CA 92780, TEL (714)895-5494 Eurofins Calscience

Page 48 of 52 ends

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15 Sample Summary
Client: Atlas Engineering W
est, Inc. Job ID: 570-156657-1
Project/Site: Tyler Street Sewer Rplc / 10206.000
Lab Sample ID Client Sample ID Matrix Collected Received 570-156657-1 MW-1 Water 10/13/23 10:00 10/13/23 11:42
Eurofins Calscience

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15

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15

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15 Login Sample Receipt Checklist
Client: Atlas Engineering W
est, Inc. Job Number: 570-156657-1
Login Number: 156657
Question Answer Comment
Creator: Patel, Jayesh
List Source: Eurofins Calscience
List Number: 1
N/ARadioactivity wasn't checked or is </= background as measured by a survey meter.

TrueThe cooler's custody seal, if present, is intact.

TrueSample custody seals, if present, are intact.

TrueThe cooler or samples do not appear to have been compromised or tampered with.

TrueSamples were received on ice.

TrueCooler Temperature is acceptable.

TrueCooler Temperature is recorded.

TrueCOC is present.

TrueCOC is filled out in ink and legible.

TrueCOC is filled out with all pertinent information.

TrueIs the Field Sampler's name present on COC?
TrueThere are no discrepancies between the containers received and the COC.

TrueSamples are received within Holding Time (excluding tests with immediate HTs)
TrueSample containers have legible labels.

TrueContainers are not broken or leaking.

TrueSample collection date/times are provided.

TrueAppropriate sample containers are used.

TrueSample bottles are completely filled.

TrueSample Preservation Verified.

TrueThere is sufficient vol. for all requested analyses, incl. any requested MS/MSDs
TrueContainers requiring zero headspace have no headspace or bubble is <6mm (1/4").

TrueMultiphasic samples are not present.

TrueSamples do not require splitting or compositing.

N/AResidual Chlorine Checked.

Eurofins Calscience

Page 52 of 52 ends

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15 Appendix D

As-Built Drawings

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45 C/I%'//6 6 4
GENERAL NOTES:

U; AN NUDE PSI DI N ALL PLANS PREVIOUSLY APPROVED BY THE CITY CARLSBAD REGARDING IMPROVEMENTS SHOWN ON THIS SET OF PLANS.

APPROVAL OF THIS PLAN DOES NOT LESSEN OF WAIVE ANY PORTION OF THE

CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY

IANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HERON AS THEY MAY ERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED.
flITY APPROVAL. OF PLANS DOES NOT PELIEVE THE DEVELOPER OR ENGINEER- )F-WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND (.)MISSIONS DISCOVERED DURING CONSTRUCTION. ALL PLAN REVISIONS SHALL HE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL.

RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER SHALL BE REQUIRED FOR ANY WORK IN THE PUB[ IC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE -, A

CERTIFICATE OF INSURANCE MUST BE FILED NAMING THE CITY OF CARLSBAD AS

AN INSURED ON THE PERMITTEE'S POLICY IN THE MINIMUM AMOUNT OF $1,000,000.00 FOR EACH OCCURANCE OF LIABILITY. THE IN SURANCE COMPANY WRITING THE POLICY MUST HAVE A RATING OF "A" AND A SIZE CATEGORY OF CLASS V AS ESTABLISHED BY "BESTS" KEY RATING GUIDE.

N. NO WORK SHALL BE COMMENCE UNTIL- ALL PERMITS HAVE BEEN OBTAINED FROM THE CIIY AND ALL OTHER APPROPRIATE AGENCIES.

C. REVISLUN OF THESE PLANS MAY BE REQUIRED IF THE PROPOSED

IMPROVEMENTS ARE NOT CONSTRUCTED PRIOR TO THE DEAD LINE DATE OF THE IMPROVEMENT AGREEMENT.

7. NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL

OF THE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE APPROPRIATE SHEET OF THE PLANS AND TITLE SHEET.

6. URR;INAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING SIGNED BY THE CITY ENGINEER.
¶4. THE ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-BUILT CONDITIONS

BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY.

ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION.

WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF:
(A) SUMMARY SHEET, (B) LABORATORY WORK SHEETS AND (C) COMPACTION

CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STATE OF

CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO THE CITY ENGINEERING

INSPECTOR WITHIN TWO WORKING DAYS OF COMPLETION OF FIELD TESTS THE

WRIITEN FIELD COMPACTION REPORT(S) SHALL BE IMMEDIATELY SUBMITTED TO THE CITY ENGINEERING INSPECTOR UPON COMPLETION OF THE FIELD TESTS.

A PRECONSTRUCTION MEETING SHALL BE HELD AT THE SITE PRIOR TO THE

BEGINNING OF WORK AND SHALL BE ATTENDED BY ALL REPRESENTATIVES

RESPONSIBLE FOR CONSTRUCTION, INSPECTIONUPERVISION, TESTING AND ALL OTHER ASPECTS OF THE WORK. THE CONTRACTOR SHALL SCHEDULE THE MEETING THROUGH THE PERMIT CLERK(438-3634) AT LEAST FIVE(5) WORKING DAYS PRIOR 10 STARTING CONSTRUCTION. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO SCHEDULING.

ALL INSPECTION REQUESTS OTHER THAN FOR PRECONSTRUCTION MEETING WILL BE MADE BY CALLING THE ENGINEERING 24-HOUR INSPECTION REQUEST LINE Al (7Q 438-3891. INSPECTION REQUESTS MUST BE RECEIVED PRIOR TO 2:00 P.M .

ON THE DAY BEFORE THE INSPECTION IS NEEDED. INSPECTIONS WILL BE MADE THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AFTER 2:00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS LATER.

14. THE OWNER AND/OR APPLICANT THROUGH THE DEVELOPER AND/OR CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES. INCLUDING

SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFIRMING JO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. 1 5. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING

A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING

THE DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO BE MADE

OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE

EXCAVATING OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLATION THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5') OR

MORE IN DEPTH AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED AGENCY PRIOR TO EXCAVATION. IF THE PLAN VARIES FROM THE SHORING SYSTEM STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS, TITLE 8 CALIFORNIA ADMINISTRATIVE CODE. THE PLAN SHALL BE PREPARED BY AN ENGINEER AT THE CONTRACTORS EXPENSE. A COPY OF THE OSHA EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVATION.

IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK ZONE DURING CONSTRUCTION,OPERATIONSWILL CEASE IMMEDIATELY,_AND THE PERMITTEE WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART

UNTIL THE FERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY ENGINEER TO DO SO.

ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING

WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS,

LARTH MOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOCIATED GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD OF 7:00 A.M. AND

SUNSET EACH DAY, MONDAY THRU FRIDAY AND NO EARTH MOVING OR GRADING OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. ( A LIST OF CITY H(.1IDAYS IS AVAILABLE AT THE ENGINEERING COUNTER.)
1 B. AlL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE

CILY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF WORK.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE

OCCURRING ALONG THE HAUL ROUTE OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERATION.

NO BLASTING SHALL COMMENCE WITHOUT A CITY ENGINEER APPROVED BLASTING PROGRAM.

THE EXISTENCE AND LOCATION OF UTILITY STRUCTURES AND FACILITIES SHOWN

ON THE CONSTRUCTION PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. ATTENTION IS CALLED TO THE POSSIBLE EXISTENCE OF OTHER

UTILITY FACILITIES OR STRUCTURES NOT SHOWN OR IN A LOCATION DIFFERENT FROM THAT SHOWN ON THE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE

PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ON THE PLANS AND ANY OTHER EXISTING FACILITIES OR STRUCTURES NOT SHOWN.
lIE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES

ABOVEGROUND AND UNDERGROUND) WITHIN THE PROJECT SITE SUFFICIENTLY

AHEAD OF THE CONSTRUCTION TO PERMIT THE REVISIONS OF THE CONSTRUCTION :)LANS IF IT IS FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WITH lIE PROPOSED WORK.

THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES(SEE BELOW) AT

LAST TWO FULL WORKING DAYS PRIOR TO STARTING CONSTRUCTION NEAR THEIR FACILITIES AND SHALL COORDINATE WORK WITH A COMPANY REPRESENTATIVE.

PU. UNDERGROUND SERVICE ALERT 1-800-422-4133
SDG&E (760)438 6200
PACIFIC BELL. (760)489 3441
DANIELS CABLEVISION (760)438 5241
LTY OF CARL.S[3AD(SEWER AND STORM DRAIN) (760)438- /753 TA ) MI 'NIC(PI WATER DIJPI( 1 (7h0)438 67

SEWER NOTES
1-im9co ~co_ is

LEGEND STREET HGHTS
)HLET NUMBERS . 9,500 FUME NP
SUBDIVISION BOUNDAR' (T 22,000 LUMI N'
FIRE HYDRANT . 5.

STREE T NAME SIGN
• '---)TREE T NAME SIGN & STOP SIGN

ACCESS HOLE
* GATE VALVE

SEWER PER CMWL,
PROJECT NO 92-406
DWG 383-9 -_

NEW SEWER

COMMERCIAL SITE
LOT 11 CT 83-3
MAP 11242
MAIN[ -')[ H AHC
UIT IkinrY
I VICINITY MAP / KEY MAP / SHLLT INDEX / NOTES SHELF 1
I LEGEND / SUNNY CREEK RD. GEOMETRY DETAIL SHEET 2
I TYPICAL STREET SECTIONS SHEET 3
SUNNY CREEK RD. 10+00.00 TO 13+25.00 SHEET 4
I SUNNY CREEK RD. 13+25.00 TO 16+25.00 (PRIVAJE)* SHEET 5 BADGER LANE 16 -25.00 TO 20+07.01 (PRIVATE) SHEET 6
FOXTAIL LOOP 10-4-00.00 TO 11 +57.50 PRIVATE SHEET 7
FOXTAIL LOOP 11 +57.50 TO 15+30.00 PRIVATE SHEET 8
I FOXTAIL LOOP 15+30.00 TO 20+35.54 PRIVATE)* SHEET 9
FOXTAIL LOOP 20+35.54 TO 25+00.00 PRIVATE) SHEET 10
FOXTAIL LOOP 25+00.00 TO 29+00.00 PRIVATE)* SHEET Ti
FOXTAIL LOOP 29+00.00 TO 31+63.68 PRIVATE)* SHEET 12
WOLVERINE TERRACE 9+97.80 TO 14+50.00 PRIVATE) SHEET i
WOLVERINE TERRACE 14+-50.00 TO 18+09.65 EVATE)* SHEET 14 COYOTE COURT 10+00.00 TO 14+00.00 PIVATE)* SHEET 15
I COYOTE COURT 14+00.00 TO 18+69.51 IVATE)m SHEET 16
COYOTE COURT 18+69.51 TO 19+93.15 PIVATE)* SHEET 17
I LYNX WAY 10400.00 TO 12+79.36 (PRIVATE)* SHEET 18
ACCF SS ROAD TO LOT 173 (PRIVATE)* SHEET 19
SLWLR I ROM F OX TAIL LOOP TO SUBEOUNDARY (PRIVATE) SHEET 20 SEWER 9 WATER BOUNCY TO COUGAR DRIVE (PUBLIC)* SHEET 21 ENTRANCE MEDIAN DETAILS BADGER LANE (PRIVATE.) SIIL[ T 22 PRESSURE REDUCING STATION (PRiVAIE)* SF11 El 23
PRESSURE REDUCING STATION (PRIVATE) SHEET 24
z
0 z
E
cc
30 \GLJA

IF DION DA
LAGOON
-L
I. SINGLE FAMILY RESIDENTIAL LOTS SHALL BE SERVED BY A FOUR NCH(4") LA1T SET Al A MINIMUM GRADE OF TWO PERCENT(2.070) WITH A MINIMUM DROP OF U 7 ALL LATERALS SHALL BE CONSTRUCTED TO A MINIMUM OF FIVE FOOT (5') DEPTH TO TOP OF PIPE AT PROPERTY LINE AND SHALL BE CLEAR OF THE DRIVE WA'L.

ALL LATERALS SHALL BE CLEARLY MARKED WITH AN "5" ON THE CURB LATERALS AND MAINS SHALL BE 100% AIR TESTED AFTER CONSTRUCTION 'ji AL HULk

UTILITIES AS SPECIFIED IN THE CITY OF CARLSBAD STANDARD SPECIFICATIONS

CLEAN OUTS SHALL BE INSTALLED ON ALL LATERALS WITHIN THE RIGHT-OF WAY I TO [HE PROPERTY LINE USING A WYE CONNECTION IN ACCORDANCE WITH CMWL: ID UWC 5-7 AND REQUIREMENTS OF THE CITY ENGINEERING INSPECTOR

ALL SEWER LINES AND APPURTENANCES SHALL BE INSPECTED AND APPROVE I) BY [HE ENGINEERING INSPECTOR PRIOR TO BACKFILLINC
ALL PIPES SHALL HAVE BEDDING IN ACCORDANCE WITH -iuR 1RENT LDWON CI (HI STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK).

PRIOR TO ACCEPTANCE OF ANY SEWER LINE BY THE CITY, ALL MAINS SHAH BE FLUSHED CLEANED USING THE "WAYNE " BALL METHOD AND MANDREL TESTI D.

ALL ACCESS HOLES SHALL BE PATCHED WITH "HOT M!X" AC EQUIVALENT TO THE ROAD SECTION (6" MINIMUM).

TWO(2) SETS OF SURVEY (('UT) SHEF TN SHALE BE PROVIDED TO THE CITY ENGINEERING INSPECTOR.

IC NEWER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN AE'CCPDANLE WITH THE "CARl SBAD MUNICIPAL WATER DISTRICT'S SEWER SYSTEM - DESIGN CRITERIA, STANDARD DRAWINGS AND SPECIFICATIONS", AND THE STANDARD SPECIFICATIONS, MARCH 1993, AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION (GREEN BOOK).

11. THE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM THE DIVISION OF INDUSTRIAL SAFETY BEFORE ANY EXCAVATION AND SHALL ADHERE TO ALl.

PROVISIONS OF THE STATE CONSTRUCTION SAFETY ORDERS.

12. BEFORE ANY CONNECTION TO THE DISTRICT'S EXISTING SYSTEM, A PERMIT - -. -- .--. - - SHALL BE OBTAINED FROM THE DISTRICT. IT MUST BE SIGNED AND APPROVED - - - - - - - - - - - - - - - - - - - - - -
BY THE DISTRICT'S ENGINEER AND SUPERINTENDENT.

13. BEFORE CONSTRUCTION BEGINS IN ANY PUBLIC RIGHT QT WAY, A CITY RIGHT I I I OF WAY PERMIT SHALL BE REQUIRED.
ii 14. THE CONTRACTOR SHALl. NOTIFY [HF CITY OF CARLSBAD ENGINEERING ---- "
INSPECTION 48 HOURS PRIOR TO THE BEGINNING 01 CONSTRUCTION.

II (Tn EPHONE NO. [760] 438 3891)
21 /
/
H
N

KEY MAP
1" - 200'
WATER NOTES:

WATER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "CARLSBAD MUNICIPAL WATER DISTRICT'S PROCEDURAL GUIDE - GENERAL. DESIGN

REQUIREMENTS AND STANDARDS AND SPECIFICATIONS FOR CONSTRUCTION OF PUBLIC POTABLE WATER FACILITIES, DATED OCTOBER 1993, OR THE LATEST REVISION.

THE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM THE DIVISION

OF INDUSTRIAL SAFETY BEFORE ANY EXCAVATION AND SHALL PROVIDE PROOF

OF OSHA NOTIFICATION AND SHALL ADHERE TO ALL PROVISIONS OF THE STATE CONSTRUCTION SAFETY ORDERS.

BEFORE ANY CONNECTION OR SHUT DOWN OF VALVES ON EXISTING C.M.W.D.

LINES, A PERMIT SHALL BE OBTAINED FROM THE C.M.W.D. OFFICE AND MUST BE SIGNED AND APPROVED By CITY OF CARLSBAD DEPUTY CITY FNGINEER AND DISTRICT

SUPERINTENDEN I VICINITY MAP

NO SCALE
* SEWER B WATER PUBLIC
STREET NOTES:

ACTUAL UTRii, UJRAi SI CJIONS WI( I HE UT IF RMINI U Al IF 'k" VAI UT

TESTS HAVE BEEN CONDUCTED BY A PROFESSIONAL ENGINEER OF THE STATE OF CALIFORNIA, PRINCIPAlLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, ON THE PREPARED BASEMENT SOIL. THE "R" VALUE TESTS

AND THE ENGINEERED STRUCTURAL SECTION MUST BE SUBMITTED TO THE

ENGINEERING INSPECTOR FOR REVIEW AND APPROVAL A MINIMUM OF TWO

CITY WORKING DAYS PRIOR TO BEGINNING WORK,
STREET LIGHTS SHALL BE INSTALLED AS SHOWN ON THESE PLANS. UNDERGROUND

CONDUIT RUNS, SERVICE POINTS AND HAND-HOLES SHALL BE SHOWN ON THE "AS-BUILT" PLANS. NO DIRECT BURIAL STREET LIGHT FOUNDATIONS WILL BE ALLOWED. ALL LUMINAIRES SHALL BE "CUT-OFF" TYPE.

ALL UNDERGROUND UTILITIES AND LATERALS SHALL BE INSTALLED PRIOR TO

CONSTRUCTION OF CURBS, CROSS CUTTERS OR SURFACING OF STREETS,

STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE WITH A MINIMUM D LOAD OF 1,350 OR ASBESTOS CEMENT PIPE WITH A MINIMUM D LOAD OF 2,000. FOR PRIVATE STORM DRAIN PIPES, UP TO 15" PVC MAY BE UTILIZEl) PROVIDED DEPTH IS LESS 15' AND BACKFILLED WITH 3/4" ROCK PER SDRS S-4 TYPE "C" AND PIPE MEETS ASTM STANDARDS 3034 FOR SUP 35 SOLID WALL PIPE.

WHERE AN EXISTING PIPE LINE IS TO RE ABANDONED IT SHALL BE REMOVED

WITHIN TWENTY FEET OF BUILDING OR STREET AREAS AND REPLACED WITH PROPERLY COMPACTED SOILS. IN OTHER AREAS THE PIPE WILL BE PI IJOCID WITH CONCRETE OR REMOVED AS APPROVED BY THE CITY ENGINEER.

WHEELCHAIR RAMPS SHALL BE INSTALLED PER REQUIREMENTS OF TITL.I 74, CALIFORNIA ADMINISTRATIVE CODE.

STREET TREES SHALL BE INSTALLED PER SECTION IV D.3 OF THE C'' OF CARLSBAD LANDSCAPE MANUAL.

FIRE HYDRANT MARKERS SHALL BE PLACED IN THE STREET WITHIN THE LIMITS OF WORK OF THIS PLAN PER SDRS DWG M19.

ALL SURVEY MONUMENTS AND POINTS THAT ARE DISTURBED BY THIS WORK

SHALL BE REESTABLISHED, PERPETUATED, AND DOCUMENTED PER THE PROFESSIONAL LAND SURVEYORS ACT.

TWO(2) SETS OF SURVEY(CUT) SHEETS SHALL BE PROVIDED TO THE CITY ENGINEERING INSPECTOR.

Ti
m
A PRECONSTRUCTION CONFERENCE MEETING SHALL BE HELD A MINIMUM OF 7 DAYS BEFORE CONSTRUCTION BEGINS. THE CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD ENGINEERING INSPECTION 48 HOURS PRIOR TO BEGINNING OF CONSTRUCTION (TELEPHONE NO.760- 438- 3891) IUH SCHEDULING.

NO TREES OR STRUCTURES SHALL BE ALLOWED IN THE WATER LINE EASEMENT, ALL EXISTING TREES AND STRUCTURES SHALt. BE REMOVED PRIOR TO COMMENCE M[NT OF WORK - ANY I XCF PIIONS SHALE REQUIRE WRI 111 N PERMISSION FROM THE DISTRICT ENGINEER.

THE EXACT HORIZONTAL AND VERTICAL ALIGNMENT AND TYPE OF MATERIALS OF

THE FIRE LINE LOCATED BETWEEN THE DETECTOR CHECK VALVE AND BUILDING SHALL BE DETERMINED BY THE CITY OF CARLSBAD FIRE MARSHAL.

ALL RECLAIMED WATER MAINS AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE! "CARLSBAD RECLAMATION RULES AND REGULATIONS FOR

THE CONSTRUCTION OF RECLAIMED WATER MAINS CARLSBAD MUNICIPAL WATER DISTRICT", OCTOBER 1993 OR AS AMENDED.

ALL BURIED COPPER PIPING AND APPURTENANCES SHALL BE PROIECIE.D Hy MEANS OF CATHODIC PROTECTION. IF DEVELOPER/OWNER CONDUCTS A SOILS

TENT REPORT AND DEMONSTRATES THAT PROTECTION CAN BE PERFORMED IN

ANOTHER MANNER, THE DISTRICT ENGINEER WILL CONSIDER AN ALTERNATIVE FORM OF PROTECTION.

THE CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD ENGINEERING INSPECTION DEPARTMENT 48 HOURS PRIOR TO STARTING WORK SO THAT INSPECTION MAY BE

PROVIDED AND SHALL COORDINATE HIS WORK WITH DISTRICT REPRESENTATIVES TELEPHONE: (760)438 3891.

THERE SHALL BE 0' DEE LECTION AT JOINTS AND NO BENDING OF PIPE. USE HIGH DEFLECTION COUPLINGS AT JOINTS AS NEEDED FOR MAX 5' PT I LI CT'ON 1/TI PHOPIR 1)15 :FNGTIN AS NIEDID 10 ACHIIVE RADII.
'DATE
DECLARATION OF RESPONSIBLE CHARGE:

I HEREBY DECLARE THAI I AM IHIL ENGINEER OF WORK FOR THIS PROJECT, THAT F HAVE EXERCISED RESI0NN1I3LL CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS.

I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY

THE CITY OF CARLSBAD IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN.

MANITOU ENGINEERING COMPANY, INC.
350 WEST NINTH AVENUE, STE. "B"
ESCONDIDO, CA. 92025
TELEPHONE: (760) 741 -9921
,. -
BRIAN C. REGA .E. C35343
EXPIRES 09- 30-'O3
OWNER:

CANAM PROPERTIES L.L.C. i
C/O RUSSELL W. GROSSE DEV. CA .
5850 AVENIDA ENCINAS 343 S..

I API HAl) ( ALIF ()RNIA 92008 qi /
i;.

ASSESSOR'S PARCEL NUMBERS

REFERENCE DRAWINGS

OFFSITE IMPROVEMENT PLAN
DWG. 361-6A THE TERRACES A

GRADING PLANS
DWG. 361-6C COLLEGE BLVD

STORM DRAIN PLAN
DWG. 383-9 SAHTIE SOUTH AGUA hLJIEJH.

TRUNK INTERCEPTOR (LINE
DWC. 361 - 6[) CCLI. EGE BLVD/EL CAMINO UI
36' Mt . . NIL WATIP N

BAS OF BEARINGS
UtI H/\'iI >l ETLtJTiNU tI klt;N P 'HUt NI Pt
)I 1 01 H (IF RANC 1 tA E ft)NUA I P MAP NO. 1 124 ) I 41) 4 W II'N(II \1 \IR CLI'qJLIYLINL WELL MONIJMLN
STATION 397+04 EL CAM/NO REAL, 1.45 MiLLS
NORIH OF INTERSECTION W/PALOMAR AIRPORI PD.

COUNTY OF SAN DIEGO

90.20 '' NOV.17. 29
ThAP' /RAD U/C/PA' 75 -- __ / I L
WA TEP O./STP./CT
-. 4-12-00
DEPUTY CITY ENGINEER [XP 3/31/02
WILLIAM L PL FIMMER RCE 28176 DA If
CITY OF CAR! SBAD FIRE DEPARTMENT

REQUIREMENTS
NO. OF TB(S) 8 VJ LOW G.P.M. OUT OF L.F.H.(S).

FIRE MARSHAL -. - - DATE
-
"AS BUM"
P. E. / •' "
' EXP. L75±_ ' DATE
REVTEWED.-BY. ,

INSPECTOR DATE
1 j

CITY OF CARLBAD

ENGINEERINGDEPARTMENT
rSHEETS
24 - IMPROVEMENT PLANS FOR

THE TERRACES AT SUNNY CREEK
- 02

TITLE SHEET

APPROVED --
LLOYDHUBBcPEC2389 EXPIRES 12/31/01DATE
102510 OWET 43-14uT, MAN
SEE 5//LET 78
-
5EE5NET C
5EE 51/E[4
_____
F/A/4L 5TREET PA(//A'65ECT/2N5
REPLACE SHT5.I2ao.2..I
11/00 M.E.
-
REVISE SHI.586 -18 6/WTR. L47L5 /I 1 LA'
- DWN BY: ______
CHKD BY: TLR
RVWD BY: _T1$
PROJECT NO.
- C T 96 02
DRAWING NO.
361-6B

DATE INITIAL

REVISION DESCRIPTION

DATE INITIAL DATE INITIAL

ENGINEER OF W ORK OTHER APPROVAL CITY APPROVAL
Msvr 0 1 i'X 1469 \ \ 4691p0 1 CMWD 98-501
\V 0 11 ri () 1q, I) () N E
IDOVLMEN I vVOPK SIIAL.L DL PERFORMED fN ArrORDANCE WITH I 1 1 DI DvFN r)nCuMI N HH-N; T THE TIME OF CONSTRIJ('TION, A5 r)IRECTFP J - E crr rNc;INEr.

ARLSBAD MUNICIPAL CODE
CITY OF CARLSBAD STAN[ARf.)S

THIS SET OF PLANS
RESOLUTION NO. 4292 DITLU JULY 1, i99
THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK.

SOILS REPORT AND RECOMMENDATIONS BY: CHARLES H. CHRISTIAN DATED: MAY 11 1 THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY THE CITY OF CARLSBAD STANDARDU.

CALIFORNIA COASTAL COMMISSION DEVELOPMENT PERMIT CONDITIONS DATED N/A '. c T.55 ns A..T
****( ) INDICATES CALIFORNIA D.O.T. STANDARD PLANS.
* ) INDICATES COUNTY OF SAN DIEGO DESIGN STANDARD
INDICATES CARLSBAD MUNICIPAL WATER DiSTRICT STANDARD DRAWINGS. " ) INDICATES CITY OF CARLSBAD STANDARD DRAWINGS.

STREET IMPROVEMENTS: PER CITY OF CARLSBAD STANDARD DRAWINGS DRAINAGE SYSTEM: CITY OF CARLSBAD STANDARD DRAWINGS; SAN DIEGO COUNTY SAN DIEGO AREA REGIONAL STANDARD DRAWINGS, MAY 19EI ,
WATER SYSTEM: CARLSBAD MUNICIPAL WATER DISTRICT STANDARD PLANS

AND SPECIFICATIONS (FOR POTABLE AND RECLAIMED WAD
THE REMOVAL OF AND CONNECTION TO EXISTING IMPROVEMENTS ARE AS SHOWN ON THESE PlANS.

JOINING OF NEW PAVEMENT SHAL F ElF AS RroulRrD FlY THE PUFTI IC WORKS DIRECTOR.

H'r,L :,'. AL r; 1..
z
0 z
CD

(10l\crI1I)((rI1I0\ NOTEK:

SEPARATION OF
L:
2' MINIMUM BEJWLEN DUHURALLt ASp UL U

ALL METER BOXES SHALL BE POLYMER CONCRI

MANUFACTURED BY ARMORCAST OR EQUIVALEN'
. ... .•L.:'' .,
LEGENI) (0NrIhIN[ED
I .1 F c; i: N I)
I)EC'RIPT10N DW(;.No. SYMBOL.

FOR MEDIAN
THE PREPARATION OF SUBGRADE AND PAVING OF STREETS..........................

THE RESURFACING OF EXISTING STREETS (UTILITY CUTS)............................ -. SYMBOL QUANTITY
19 EA
18 EA
Q 11 /k N r[. J ,f Y
1250 5r
213,709 SF
1060 SF
THE CONSTRUCTION OF 6" TYPE "G" CURB AND GUT-TER .............. (G-2)......

THE CONSRUCTION OF 6" TYPE "B-i" CURB.................................(G-6)...... 11,199 LF
812 LF

THE CONSTRUCTION OF CROSS GUTTER AND
CURB RETURN SPANDREL ............................................ (Gs-9 . ..

L
& 10) ... (G-12)...

T11

CONSTRUCTION OF 4 INCH P.C.C. SIDEWALK .................. ......... (G-7) ,.. 1. •1 THE CONSTRUCTION OF CONCRETE DRIVEWAY ................................ (C- 14C) THE CONSTRUCTION OF PEDESTRIAN RAMP.................TYPE A ***(G_27) \
THE CONSTRUCTION OF CUTOFF WALL............................................ (G - 22) - - d
THE INSTALLATION OF STREET NAME SIGNS & STOP SIGN ..... . *(DS_13)......

THE INSTALLATION OF STREET NAME SIGN .......... .......... ...... ***(DS_13) THE INSTALLATION OF SURVEY MONUMENTS ............................ (M-1O. 13) /\ -. THE INSTALLATION OF HIGH PRESSURE SODIUM STREET LIGHTS L
(5,800, 9,500, 22,000 LUMEN)...................... .. ....... (GS 6 & 21).(E 1).... 0 I:

K I (; N IN G & ST R WING P L7 N K:

St L ND S
THE CONTARLIUR 5 RESPONSIBLE -OR ALL LJUNINL, ASP biR NP SIGNING STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO IL 7: A. n :N -'r .

STANDARD SPECIFICATIONS (JULY 1995 OR THE LATEST VERSION THEREOF), THLSE PLANS AND THE SPECIAL PROI.L1 PD

ALL SIGNING AND STRIPING IS SUBJECT TO THE APPROVAL OF THE PUBLIC WORKS DIRECTOR OR HIS REPRESENTATIVF PRIOR TO INSTALLATION.
a 5H SIGNING AND STRIPING SHALL BE REFLECTIVE PER CALTRANS SPECIFICATIONS. STRIPING AF [IF RI 17LI51 fl TI,., '/C KS AFTER INITIAL PAINTING. SIGNING SHALL USE 3M HIGH INTENSITY SHEETING OR EQUAL s. ).ACT LOCATION OF STRIPING AND STID i,I'' - -'L\I I ;'PIILRL .: L., . P REPRESENTATIVE PRIOR TO lNSTALLATlC'
6 CONTRACTOR SHALL REMOVE ALl.. COST . N N N 2. . . -..' . - . . .. . r • '5

DEBRIS SHALL BE PROMPTLY REMOVED BY THE CONTRACTO-
ALL PAVEMENT LEGENDS SHALL BE THE LATEST VERSION Of DiI ' "5' ..

LIMIT LINES AND PAINTED CROSSWALKS SHALL RE FIELD LOCATEIII - ALL SIGNS SHALL BE STANDARD SIZE AS SHOWN IN THE CALTRANS RAI f-H MANUAI UNLESs ()IHI.RWIDI.

SIGN POSTS SHALL BE 5L21' 71
STANDARD DRAWING M-4'
PRIOR TO FINAL ACCEPTAN..J -• _' !I NTD, DIRE .'FC:N:. AND M' , KNp.) iA ILLS 'H 5 I'IIMF P OF THE CONSTRUCTION "RC f c P RTDRE ' [ 0 IV 51- A N N MNNf- -'
Ml- F
15 OF THE CITY INSPECTOR
ALL MEDIAN NOSES AND L.ARLS SHALL ilL PAIN TEL)
FIRE HYDRANT PAVEMENT MARKERS SHALL n(ThrDRM 101 FL MANU.'S AND REGIONAL STANDARD DRAWING M-1').

WHEN A *75 /Y ' L'LI ' ,A, :'n* L;'. d 4P'I5'H'. Z.'P ' 5 Pr ''' " N'ND LL'A('v[ - STRAPS
ANY DEVJ' UN I 'D)M I H YiCNIN() AND kHNL) f-LAND -s IA is ALEROVI I) LI I II [ NGINI ER OF WORK AND PUBLIC WORKS DIRECTOR PRIOR TO ANY CHANGE IN THE FIELD.

EXISTING SIGNS REMOVED BY THE CONTRACTOR QHAII RE DFI.7'IPrS Py Tpj ( -,:)NTPAC'7r)P Tfl T4[ CrT" or OAR' PUBLIC WORKS YARD AT 405 OAK AVENL.

STOF D,ND SHALL NOT BE REMOVED 051

WORKS DIRECTOR OR HIS REPRESENTATIJ
WHERE R7 SIGN AND TYPE N-i OBJECT \L''' ' . :5 5 -5 . .

SIGN SHALL BE 18"X24" AND THE N-i OBJECT MARKER SHALT BE 12"X l,.

ALL SIGNS SHOWN ON THESE PLANS SHALL BE NEW SIGNS PROVIDED AND INDiALLLLJ J -.'- i .

THOSE SIGNS SPECIFICALLY SHOWN AS EXISTING TO BE RELOCATED OR TO REMAIN.

AAI /, 7L[7, ': ' ir iy Pi N ............ 0TH PpLP PH 'P1-' 3 EA
9 EA
18 EA
4797 LF
19 [A
2 EA
DESCRIPTI(N DWG.NO.

THE INSlAL /ATION OF 2 INCH MANUAl
AIR RELEASE ASSEMBLY ............................................. .............. *x(WG W6)......

THE INSTALLATION OF 2 INCH BLOWOFF ASSEMBLY ............... **(Dwc_w6) THE INSTALLATION OF CAP ASSEMBLY ............................... .....**(DWG.W15 -W19)
THE INSTALLATION OF FIRE HYDRANT ASSEMBLY (JONES 3700) .... **(DWG_W1 ) THE INSTALLATION OF CONCRETE THRUST BLOCK .......... (wis, 19)**(DwG_W6) THE CONSTRUCTION OF STORM DRAIN ..................... ........................ (D-60)......

THE CONSTRUCTION OF STORM DRAIN CLEANOUT TYPE "A....... ....... (D-9)......

MANHOLE COVER LOCKING DEVICE ................................................... (M-4)......

THE CONSTRUCTION OF TYPE "B-1" CURB INLET ........ *(DS 1) & (D-2)...... 24 EA 4,052 SF
51,954 SF
173 EA
15 [A
2 EA
THE CONSTRUCTION OF SIDEWALK UNDERDRAIN PIPE.............(D-27)......

THE CONSTRUCTION OF CATCH BASIN TYPE "F ................................. (D-7)......

THE CONSTRUCTION OF HEADWALL
TYPE "A", TYPE "B ................................................................(D-30, D-32)......

THE CONSTRUCTION CONCRETE LUG................................................(D-63)......

THE CONSTRUCTION OF RIP RAP ENERGY DISSIPATOR...................(D-40).....

THE CONSTRUCTION OF PRESSURE REDUCTION STATION................................ 1 EA
5 [A
15 [A
21 [A
THE CONSTRUCTION OF SEWER ACCESS HOLE ............................... 1)...... 20 LA THE CONSTRUCTION OF WATER MAIN........................................................... 6,059 LF 0 I
[HE CONSTRUCTION OF CONCRETE ANCHOR ...................... .......** ( DW(Wi8 -W19)
THE INSTALLATION OF GATE VALVE ...................................... ....... **(DWG W16)...

THE INSTALLATION OF 1" WATER SERVICE ............................. ...**(DWG_W2)....

THE
.t.

INSTALLATION OF 2' AIR
VACUUM VALVE ASSEMBLY....... ., .. "
THE INSTALLATION OF SEWER LATERAL ......... ....................... .**(DWL 5 7) H -
THE CONSTRUCTION OF SEWER MAIN . .. **(DWGSS)
2 [A
11 EA
'4 EA
[A
'4 [A
0 LF

MANITOU ENGINEERING COMPANY
I ANNIN:T CONSULTINU [NC NLL kINL.. LvL

BENCH MARK
SCRiPiiON CENTERLINE VVLLL MOtVUMLN
Y2A T/ON STATION 397+04 EL CAM/NO REAL, 1.45 MILES
NORTH OF--INTERSECTION VV./ PALOMAR AIRPORT RD.

CORDF I): .COUN TY L S AN DIEGO
- '- ./fl J(N 90.20 . Y N.G. V.D. 29
\L)L1tL) \ 4b4\AJtO(,Ld\IF\l469IAO.
-

1.8 CY
. 354j
a
'F
1'
flA\Aifl QR—fl1
v
1]
7'f F1 CAL 3TREE7 ZIEC7 ONE
0 I
'uBLiL UHLIII LALMLNI
4/'

MINI / UIILIIY LASLMLNI
LEWA! V . SIDE WAL k N
/ (TYPICAL,)
8" SEWER 'TYPE "G-2" CURB & GUTTER
/ z )N LI1 (TY
N)
y. 12 " W IA

FOXTAIL LOOP, COYOTE COURT,

WOLVERINE TERRACE & LYNX WAY

SUNNY CREEK ROAD
(PRIVATE)

CUL-DE-SAC STREET
T.I. 4.5
MN

SECONDARY ARTERIAL
STA. 10+76.00 TO STA. 14+61.43
T. 1. 8.0
I r 4TC/ 6 AR-
4"AC. 114-5" C4-8-
/ COYOTE, FOXTAIL AND LYNX - 4 1A.C./4"C.AB
WOLVERINE TERR. - 4"A.C. / 5"C.A.B.

HOR!/'A AYE /HFLLLA.

OF SEWER AND WATER LINES AL.-
'\PPROXIMA TE.

N! F INDIVIDUAL IMPROVEMENT H-
x A N A
0 I
Ut Ni [<A[ AULL/3 &
JBL IC UTILITY EASEME".

I liii T r[KA( NT -
(HER
-

SIDEWALV
( •41
1YPICAL)
H" crwrP
"SEWER
', WA T:

ACCESS TO LOT 173 BADGER LANE RD. (PRIVATE

LOCAL STREET
T. 1. 5.0
'N LA H CA

PUBLIC UTILITY & ACCESS EASEMENT
TOP OF CURB = EL PLUS 0.1'
T. 1. 5.0
CAB

DESIGN SPEEDS
ii,
EL C.AMINO REAL PRIME ARTERIAL 60 MPH
COLLEGE BLVD MAJOR ARTERIAL 50 MPH
SUNNY CREEK RD. SECOND ARTERIAL 40 MPH
BADGER LANE LOCAL STREETS 25 MPH
FOXTAIl LOOP, COYOTE CT.

IOJvrRINF [FRRACF & IYNY WAY
CUL-DE-SAC STREETS 25 MPH
A bUL
717/
£ N ILIHLINL VvLAL MUNUMLY
.ATION 59/+04 EL CAM/NC' H A 4 )
./ )RTH OF INTERSECTION W/PALOMAR AIRPORJ A:
iUNJY OF SAN DIEGO
py
41, 4 t14 ~Qf

CITY OI CARLSHAI)
' IA
3 I NCINEE RING DEPARTMENT - 24
IMPROVEMENT PLANS FOR: -

THE TERRACES AT SUNNY CREEK
C.T. 96-02

L SIRFFI SECIIONS
F/4L STREET 5EC7 -/0 HU1313S REC2388EXPIRES 12/31/01 DATE - OWN BY 1 PRO [ I r fl DATE INITIAL DATE INITIAL DATE INITIAl CLIKD BY: JLR T. 6-02 H 361 -6B ENGINEER RE VISION DSCPIR DON OTHER APPROAI CITY APPROA HWl) BY - - -- _____ CMWD 98-501
UI —.--
_

H+ LLJ CO ei
98 90- I ---- I I -- - ------ - - - f ----
I
[/4 '45 1 1 II - I I i i I I
I. 0 I, I 'I
c), —-- c~
-
Lf)
I
—
I cu I
LOW +-00 t -- Ln
1 O TW
:PROFILE 'H_ _
I _
— EFT CU ;R8 RET RN T _____ I
RO F IL . .. I — — . I i i i I II .' . I tt
I 4kf 80 -
i I T i iii I I 1I 0.I'I Lai
-$ 1
0 'H
1 oR
.661
LLJ

15. 4f ps
70 IJ
t
NOTE
' L
ci

H j _ ME SCALE ROAD STORM DRAIN, _
tr Q
: ::
10+80_P'B I
+
i+ / 2 tIP — C 1
48 NJ 85
'HC 81.8 f CL 81 0 HL T8
V
I
-
-80
H!
.
_ I 37cf
I Mioo* 0 'Ytp 0 \ : :
158'
1 RT, l' 4 31
H SqRjM, DRAIN PRQF'ILE.

LI T1 FF1 i 1
.,
Z-1 11 q
L*4t4ITL
P OV)F
I
_
H
—80
0 I:

I At: LVVLI'c , & VV/ -\ILr -c /\NL I'LJDLIL : I
vFIICAL; 1 " 4 '
I I __ I I I I 1 i P
0 I:
0 33 4 W I
I V
Z 21 pp 4 .2 -j F--
11 . 13' 436
77 STOEM DRAIN PROF ILE* f-H
;-T,
No.
2 .3
4 CURB DATA (PUBLIC)

A/HEAPING PADIUC LLNLTH RLMARKS
N67'10'38"W 1 0
N6T1O'38'W
N67'1O'38"W -r
A 0T50'57"
'..>749'22"F 1.
—
-
-
196.00'

81.00'
159.74'
105.51'

26.85'
8546'
12" P.V.C. CL 150
12" P.V.C. CL 150
8" P.V.C. CL 150
8" P.V.C. CL
12 C M L & C 10

WARNING
EXISTING OVERHEAD UTILITIES.

USE EXTREME CAUTION.
1 1 :
* DElI F.CIION SEE WAIF P NOIF /10 Ui
** I CMI & C P lYNN /0 wI FY, I co

CENTERLINE DATA

H EARING
'
H N671 038W 30214 329U
y
ye 1<;'
1k x - -.

STEEL PiNG AIL.LC
-NCPCk ULUo (IN rp J 5 7 10+9
A/REINFOR- 3 / 0 THRUST WALL
N TEEI - CLR / I PER 1
0 IL
DET
Of
I -L
f l I CII
NOTE

BASLD ON SOIL BLARING CAIA( I )
OF 1500LBS/SF. SPECIAL DESIGN ')fOUO "A"Si.

REQUIRED IF SOIL BEARNC IS 0 I 2 00 1 p r c PROFILE
0 \o
THAN 1SOOLBS/SF PLACE CONOPO • ER LINE SE
ACA!NST UNDISTURBED GROUND !N
PflT1nM AND SIDES.
cD AG361-6 0
TRENCH ELEVATION +49.00 END 0' —J PVC WATERLINE
1 CONSTRUCT 12
END CAP,. T .B.

AND 2MAR 0 U_i 0
iPECH 0
0 WIETH 4' Lli
I . 0 0 1-INISCEt)
IJ
FIR \<
:><><
NJ H. I
0 01
I
1T /\ H11 IjI Lli
H
H
cif
CD
EACH
I 4 FACH FACE &
. FACED Ln
#6 © 12" OC EACH FACE
EACH FACE & Of LLJ 0-

TRENCH SECTION
N N DETAIL 1
i/COO .. :'(:1.A' .'njcr
or
NC. L\/ HL/:N.I N. , '- RI x
1 A=9000'00" 35.00' 54.98' 6" TYPE "G_" CURB & GUTTER
2 N6710'38"W — 226.14' 6" TYPE "C" CURB & GUTTER
3 A=06 32 '5 6 232.00 ' 26.52 ' 6 TYPE C CURB & CUTTER 4 A=-06'32'56" 168.00' 19.20' 6" TYPE "G" CURB & GUTTER 5 N67'1O'38"W 0 226.14 6" TYPE "C' CURB & GUTTER
6 A=90'00'00" - 35.00' 54.98' 6" TYPE "C" CURB & GUTTER 7 A=18OOOO" 2.00' 6.28' 6" TYPE B-i CURB
8 N67'1O'38"W — 215.82' 6" TYPE B-1 CURB
9 MEDIAN TAPER PER GS-11 6" TYPE B-i CURB
10 MEDIAN TAPER PER CS-If 6" TYPE B-i CURB
11 MEDIAN TAPER PER GS-11 6" TYPE B-1 CURB
12 MEDIAN TAPER PER GS-11 6" TYPE _B-i CURB
13 N67'1O'38"W I -iir5'' I ,.Hr B—i_CURB
SEWER (PUBLIC) — —
NI. A2 BLARNU i N :r INGO RI
0[F ''MWfl PPOIEFT 97_4('I
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SEE SHEET NO. 7
___ ___________________ ___ 0 C.T. 96-02
- I)1.\1II I 4F \ ' II Ni ' I' r /I I —'hX) .4 't 1) . ci-cL

CENTERLINE WELL MONGMLNT --
LLOYD HUBBSL 38EXPIRLS_12/31/0 1 LATE
STATION 397+04 EL CAM/NO REAL 1.45 MILES - —_ --
NORT/-/ or INTERSECTION W/PALOMAR AIRPORT RD.
-- 0 _______ ______ 0 DWN BY: . ____ PROJE CT NO.

L361-
NG NO.

DATE INITIAL DATE INITIAL DATE NII1AL COUNTY OF SAN DIEGO ______ -
LUMNU BY: —

90.20 '' N.C.V.D. 29 ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD 0 ____ 0 - flL1\AIfl 8 -5 0 1
: • • • : •
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PRIVATE IMPROVEMENTS WATER DATA (PUBLIC)
- • NO. /B EAR INC RADiUS LLNT kLMAK
SEE. SHEET NO. 19
• DIMENSIONS VARY SEE DETAIL SHEET 21
1 A6056'19" 196.00' 2046'
/ S t •
7'00 - 9.01' " n.

DEFLECTION SEE WATER NOTE 1
Lo ,// / L CURB DATA (PUBLIC/PRIVATE)
/
NO A/(
•. •
. lf~q / / / • / 1 IA=154816 23200 63.99 6 YPE CURB &GUT -TER 2 FA=1458 55 23200 6066 6 TYPE C CURB & CUTTER (PRIVATE / / 3 A=0346 36 22000 1450 6 [PE C CURB & GUTTER (PRIVATE ; /
7 4 N16 57 on [ 29.20 ' 6 TYPE C CURB & GUTTER (PRIVATE cr tj
/
__
8 A 33 4 4'4 2 168.00' 98.95' 6 PE C CURB & (,UTTER
4652 AH#11 / 9 A=1250 27 20400 45.72 6 PE B-i CURB
- 20 LT \ / / 10 A 1,90'00 '00" 2.00' 6_2 8 6 TYPE B-i CURB 0 -
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L 11 i\ 12 0 27 208.00 ' 46. 62' 6 PE "B--T' CURB \ \ / 1 ) NOTE MFnAN TO PF PAINTF,n YFJ I OW -
:T MARKER PAINT\pQAD(pUBC) H : / 1 MErnAN NOSE YELlOW 100000 ACCESS RD 1) I ' I ' I 1 I fl

LP ki ll / [0' 'PI 'I I c HGL 1 32
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CID / 1

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C 5 I I NCINrENG DL
-
2 SEWER (PUBLIC) / < & Ickw ____ ___ ______________________ ___ ___ -__ __--- IMPROVEM EN'T' PLANS FOR.

RD
SEE CMWD PROJECT 92-406 & BADGER LN.
____
2 * SUNNY CRE EK
N 164 1 '2 9 "Vv STORM DRAIN (PUBLIC/PRIVATE) 'b
I rl N 7 OO —79 3W I PC cp 35 N
II \( II \1\II _____ _____ __________ - -______ _____ ____ - PPRO i A=13 42 39 22500 28 3 00, 0 R C P - 1350-D GASKETED JOINTS I - 1' 225-00' 12 30" R. C. P. 1350-D GASKETED JOINIS CLNTL~~LINI_ ~Vtti MONUMLNI 400 5WZ_A~. Z5 LLOYD HUBBS PL C'2386 EXPIRES 121,31101 D~TE MANITOU ENGINEERING COMPANY NORTH OF INTERSECTION WIPALOMAH AIRPORT 10/20 MEC --/I\ REVISED SENER AND WATER LATERALS (_2 InWN By: PPO,jF(-T ~,jr) F)PAWING .1 NI 1*41'43"W 4 7,1 7' 30" R.C-P. 1350- D GASKETFD JOINTS (PRIVATE) DATF INITIAt DATE INITIAL DATE INITIAL - COUNTY OV SAN DIEGO -_ I - - CHKD By: auz 361 —6B I o
ANNNI I• ONSIII uN'. N.IN PINI.
i Ni 1'42'12"W - - 3.367' 18" R.C.P. 1350-D GASKETED JOINTS (PRIVATE) • 9().20 • c vo 2Q ENGINEER Or WORKI Hf vIHUN IA )E,III I OTHER APR0VAI CITY APPROVAL RVWD . -- • C. T.

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SEWER & WATER ARE PUBLIC HHftT
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CURB
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30.00' 47./8H

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6"TYPE"C"CURB&GUTTER
& GUTTER

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L
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1 N1657'OO"E
2 A=9115'00"
3 A=8845'OO"
4 N1 67'OG"E

SEWER (PUBLIC)
NO. _s/BEARING -• -• ., -. - -- MARKS
-
1 N1657'OO"E - 1 75.00' 8" P.V.C. SDR35
2 N1657'OO"E I -
- 20701' 8" P. V. C. SDR35
- -
)
0 WATER DATA (PUBLIC)
[1 _ N165700__ F _ -
8 PVC iO
1' 44

CENTERLINE DATA

DLLA )K

BEARING
C INTERLINE WELL MONUMI/\
TAION 9/+04 El rAM/Nn / v4J

NORTH OF INTERSECTION W/E-ALOMAR AIRPORT

OUNTY OF SAN DIEGO
1 ti
- '
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iI.L.fl HIII:1j. ......HH TI_4 H. HH t bc[ H,f JL4H1H 1 ROAD & STORM DRAIN ARE PRIVATE I t I I I I I I It t I cA/P ,Rr AIATP APP PH PI Ifl I_I I I_ LI I
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° - IIt 9+00 10+00 11+00
'
. CURB DATA (PRIVATE) L STORM DRAIN (PRIVATE)
. . ' . NO. A 1'U LAP II.

NO L LLv K
1 N13 33 00 L - bU b8 30 R.C.P. 150-D CASKEDJOINT
1 N19' 2 5 00__E - 48_23 h PE C CURB & GUTTER 2 A08 05 53 - 40000 T 56 53 30 P CP 1350-DGASKETED JOINT - 2 A=28 11 46 10000 49_21 6 TYPE C CURB & GUTTER : p -- .3 N47 056'46'E - 50.00' 6"lYPE"C" CURB & CUTTER
2 '1 8
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5 N192500 F 157.50 6 TYPE C CURB & CUTTER
60- 4 f5 \ SEWER (PUBLIC)
8+00
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PLANNIN, CONSULTING [NGINLL PING

DIGALERT
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ON L•

WAY OR EA
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NORTH OF INTERSECTION W/PALOMAR A/F?PORI

OUNTY OF SAN DIEGO
(11 I Ut'
ENCINEEPiNC LAFRARIMENT 23

IMPROVEMFNT PLANS FOR

FOXTAIL LOOP (PRIVATE)
STA.10+00.00 TO ST .11+57.50
C.T. 96-92
ait
D -HuBBS E C23889 XPIRL5 H U DATL
REV 5EW L4T ER /25 OWN BY: PROJECT NO, DRAWING NO.

DATE INITIAL DATE INITIAL CA fF1 NI CHKD BY
ENGINEER Of WORk H vHON OF ..HN lION OTHER APPROVAL (CTYAPPROAi RVWD R'' I C.T. 9602 361-6B I'
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I

CENTERLINE DATA
.1ARKb

BLARING
A =0520'00"
.- 500' 29.09'
N1605'OO"E 25074'
'418'00"W 92,67'
— SEE SHEET NO. 9
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J. H,. BLARING • HA)U: LLNLG N' NO. H 1 HN:I: HtLj. L
A=032000 48700 2833 Z,4 R.C.P.1350-D 1 N21-1 7'23 F - 2201 8 PC DR 35 - — 2 N160500__F 9433 74 RCP 1350-D 2 N160500F - 25784 8PVC SDR .3 N0605'00"E -. 43.73' 24" R.C.P. - 1350-D I 3 N7418'00' - 10.3 74' . 8" PV.0 SOP 4 N2605'OO"E -- - . 43.73' 24" R.C.P. 1350-D
,,3 9 I
- 6 N741800W - - 7958 18RCP1350DGASKETED JOINTS WATER DATA (PUBLIC) - 7 N57'04'00"E - 68.75' 18" R.C.P. 1350-D GASKFTFD JOINTS •. 0 5-.,. 0 •, H
I 8 N32 5926 W - - - 6045 18 R.C.P. 1350 D GASKF TED JOINTS * A03 2000 511 00 2973 8PVC - CL 15 — 9 N61 4729 E - 4602 18 R. C.P. 1350-r> GASKETED JOINTS N16 0500 E 1- 261 82 R r 10 N19 2500W 7.2,5' 18 R.C.P. 1350-D_GASKETED JOINTS N/4 1800W - 10374 - 48 *' Id
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14+69 2 N16'05'OO"E - 202.42' 6" TYPE "0" CURB & GUTTER '38 I .3 A=9023'00" 30.00' - 47.32' 6" TYPE "C" CURB & GUTTER 4 N7418'OO"W - . 44.34' 6" TYP[ "C" CURB & GUTTER
O ' 5 N7418'OO"W - 7.30' 6" TYPE "G" CURB & GUTTER
6 A2905'44 60.00' 30.47' 6" TYPE "C" CURB & GUTTER
7 A- 148'.36'04" 60.00' 155.61' 6" TYPE "C" CURB & GUTTER 8 A=2907 '2 0 6000 30,50' 6' TYPE "C CURB & GUTTER
9 N1 605'00"E 1 65 -z 1' " pP "C" CURB & CUTTER
H) r03'20'00" 518.00'
..... .
.
5 0

DIGALERT
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C-'
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STATION 397+04 LL CAM/N

NORTH OF INTERSECT/ON W/PALOMAR AIRPOR

COUNTY OF SAN DIEGO

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MANITOU ENGINEERING COMPAN
PI ANN!NG (UNSLI TIN 1- NJ ~, I N N
in
PP 1.
- II + - -. , • :'
- CITY OF CARLSHAD
1FSEEc,
8 E NC/NI ERINC I \ IMENT 24
[IIPROVFiMENT PLANS FOR:

FOXTAIL LOOP (PRIVATE)
- - STA. 11+57.50 TO STA.15+30.00
C.T. 96-02 --
llk
- ..---* ' ______ .. .____ ___ . •
__
Z1oJI. -BLtLT MA'b4oLE 4 ,..( LOG: GULlS FE CL LxPRES 12/31 01 DATE REV SWR LATE? wrR 5ER VICES flWN B PR - 44 DRAv'vINI r j( DAft INIJIAL S DATE INDIA) DATE IN! H':

ENGINEER 01 WORK1 F I(2; OTHER APPRO!Ai CITY APPRO.; , C.T. 96-02 II 361 —6B .1 98501

DIGALERT
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NOTE PR FILE SCALE
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I SEWER & WATER ARE PUBLIC
17+00 18+00 19+00
SEE SHEET NO. 6
A T I •LL.V :.--' . . . I
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STORM DRAIN (PRIVATE)
NO. I DELTA OR BEARING
L N7418'OC"W
2 CENTERLINE DATA
800.00' 51.66'
2 3
5 6
8 N74'18'00"W - 133.06' 18"R.C.P. 1350-0
N74'18'00"W - 90.69' 18' R.C.P. 1350-D -
N84'1 8'00"W — 43.75' 18" R.C.P. 1350-D -
N6418'OO"W 43.75' 18" R.C.P. 1350-0 -
N74'18'00"W - 21.81' 18" R.C.P. 1350-0
A03 42'0 0 787.00' 50.82' 18" R.C.P. 1350-D
N/800'OO"W - 43.4'1' 18" R.C.P. 1350-D
N780000"W - 78.64' 18" R.C.P. 1350- D
N23'42'47"W - 41.86' 18" R.C.P. 1350-D

MANITOU ENGINEERING COMPANY
ANNING ON?' P[ TIN? FN INF PIN? 1 RyE

WATER DATA (PUBLIC)
f
NO.[/BEAR. . .-,.- •. .. •
.. '1 ...
i fT418'oo"W I
- I .20.07' 8" P.V.C. CL. 150
__N74'1 8_'OOW - ' 1.73' P.V.C. CL. 150 --
* A03'42'00" 811.0 22.37 8" P.V.C. CL. 150
N/800'OO"W j -_J122.0P'
* 2 DEFLECTION SEE WATER NOTE 1:

IL CURB DATA (PRIVATE)
O. - A/UL.AH1m
-
HADUS_j LN2
1 N7418'OO"W - 1 164.35 b TYPE "C" GURU & GUtTER - -
7 N7418'OO"W - 67.42' 6" TYPE "C" CURB & GUTTER
3 =03'42'00 " 782.00' 50.50' 6" TYPE "C" CURB & GUIIER
4 N7800'00 "W . -ì 122.68' 6" TYPE "C" CURB & GUTTER
5 -
N7800'OO"W -- j 122.08 - 6" TYPE "C" CURB & CUTTER
6 A=0Y42'OO" 818.00f 52.82' 6" TYPE "C" CURB & GUTTEP
7 N7'i'1 '0O"W -- 331.80 6" TYPE "C" CURB & CUT.-

SEWER (PUBLIC)
ro. • A/BLAN( . I . MARKb
1 N74'18'00"W - 213.3 u." P.v.G. Dk 35
2 N /7'.1"\4. - • - . 222 flL
.: . +.. . .4
LOT 50 " ,.'-1 HuLY '
I I'. \ ( 11 \1 \11 1k
ft C35343 STATION 397+04 El (AM/t' A ((
Y[
NORTH

NORTH or INTERSECTION w/PAI OMAR A/POOR *
COUNTY 00 SAN DIEGO / 5 v'iL ... . B 9020 NGVD29 L
"
___
- ..'tI
•, CITY OF CARLSB1\1) H 9 'I PNCNE FRINC CE PARTMFNT H 24 IMPROVEMENT PLANS FOR;

FOXTAIL LOOP (PRIVATE)
STA.15+30.00 TO STA.20+35.54
C.T. 96-02
-6
'12131101 D.-+TL - --
-- REvswRLAJ1/rRERv/cEs WN BY 1DRAWINC
DATE INITIAL DATE INII'Al.
.- .-.,-

ENGINEER O WORK H .3 SIO D SC I I T OJ OTHER APPO CITY APPRO 2 A .' - - CT 96-02 I 361 - 6B 14 C1vVD - 98-501
U
0 145-
13 5
-t
ui
130— 1
.1W 14
125—
H
:1 L
LJIII
-H H
tt
20+50
-
I : • S S
65 165— --
LJ
LLJ
I
L..i,..I _ I ,, H f I T -J - -L -.
-. - -• ___
-c-'H 414t
ii —CT)
F - .; —•- I i—___ • - ,
00 -- !_ —i •.- i2.'D Ic-w--160 160±
-4
-
—
—455 4100 6
H-
_______
I 17t
j
T T
LZ

1fTj f H :; ljHi
14 100
_____TiS9ffJ0P
HLi
44 -

PROFILE SCALE
fl71A;1'. Pb' 1 I T tf
ERT t -
_H WT R
tIC =CLI s
0 I
t
r -
• z
CD

- I
21+00 22+00 23+00 24+00
SEE SHT. Q.18
LYNX
o
WAY
46 PCR U
92 0
I
U n —
z
0 z
m
I
14 TTt 'T7TffiI
PROFILE CAL E i I
— 4' .
4 5

I I
DRAIN ARE PRIVATE LIIIIH_LL LHT

ARE PUBLIC --
25+00 - -
- SEWER (PUBLIC)
- N o. /HLAHN RADIUS L NH F REMARKS
T 1 N7627'48"W -- T 527 8"P.v.C. SDR35
2 N701641"W .98.42' 8" P.V.C. SDR35
N 7Pt'flfl"V P .•1 ' c" p p ( :pp z-,
H - WATER DATA (PUBL:C)
S . '
L1 .1 , . _,- •- t• •-,, S
* if A= 1 0' 42'00" - 579.00T108.13't 8" P.V.C. CL 150
0çr1 4N671800W - - t100868 PVC L150
=0938'00 61 1.00' 102.73' 8" P.C.
-
CL. 150
4 N76'56'00"W - T 30.52 8" P.V.C. CL. 150
102.()' ' S • • S -
* • 'JCTQELY. -- ',-
RE
z

DIGALERT
S

ama •ftVANCE OF DIGUINU OR LXCAVATN
17 •'-
ju
I:1\ II \1 \11
LQ
T 56
cr -
54 U-'
CL

C CENTERLINE DATA
NO. DLLIA OR - . ' RE MARKS

BFARING
1=10420C 59000J 110 18 - --
7 I N6/'18'00"W 10086
-- I A_'w'" I i
p% Rl ALL,. MjNM:
5- STATION 397#04 EL CAM/NC) REAL, 45 Mi F
NORTH Or INTERSECTION IPALOMAR AIRPORT
COUNTY or SAN DIEGO
in . / / . . t\f (. .

I STORM DRAIN (PRIVATE)
NO. A/BEAR' . S
1 A=104200 6°3°'I 112.61 18" R.C.P. 1350-D -
2 N6718'00"W - J 17.99' 18" R C.P 1.350-0
3 A=4914'55" 9060' 1 79.36' 18" R. C. P. 1350-0 - - -
4 2233'36" 90.00' 39.44' 18' R.C.P. 1350-0
5 N66-56'00 "W - 44.64' 18" R.CZP. 1350-D - -
6 N76'56'00"W - 13.48' 1 8" R.C.P. 1.350-D
7 nr'r, "\ - r:fl PP.' " p n fl 1 fl fl flAVi TM , IOJNT = U _)o U U
4j N7656'00'A

CURB DATA (PRIVATE)
NO. A/REARiN KS —
1 ft 4 00 60800 113 54 1 6 TYPE U CURB & GUTTER
2 N67'1800"W - 1100.86' 6" TYPE "C" CURB & GUTTER
3 09' 1552 582.00'J 9411' 6" TYPE "C" CURB & GUTTER -
4 N76'56'00"W - I 59.97' j 6" TYPE "C" CURB & GUTTER
5 N7656'00"W - 152.54' 6" TYPE "C" CURB & GUTTER
6 =09'38'00" 618.00j 103.9j 6" TYPE "C" CURB & GUTTER -- 7 N6T18'OO"W T 1
100.86' 1 6" TYPE "C" CURB & GUTTER --
8 /' (>-1'" - ?5fl • "P' PHPP
- -ii
,•t\;
- 5-'. -
H
I
I

T T I I T I I I G)
HU± T — i1 —
LHIII II±III IL
I
IIIi - IIIIII_ j
_ __
1ioqv

3.W ~g
IT i I t
I
j1+i:3Lr : : I
- -+---
---- r —- —f —+— I
IN
Ln It
CD
CN
CD
t _
f
170 1
I __________ t I .-- ;. : : : f
0 +
Lo -
- W
jo I : 1-4-1
H
CD C3
-04
Z ___
- + -
A I
CD Dlool (=5I46 cfs CD
PRQFIL
NT
!h9 7O TLt Ii H L H
-
-
\tERCA T. t4
-
t
41 C L Er
oz
25+00 26+00 - - 27+00 28+00 29+00
91 :.AJERALS ON
HEET 10
NOTE

ROAD & STORM DRAIN ARE PRIVATE
SEWER Ri WATER ARE PuRl IC
ui
z
—J
0I
.-
0<
UJ
U
77 0•
(no
0 LU1ç)
(n
0 (1')
Ll
LLJ
IQ10o 331 Icts
I !1 +yj — 60 ih Iri -
_(
I
I
- —470 -----L-----+
- PA
ti Hi H __
1953
STORM [RA1N_ PRO FJLE
I H7NJA: : T'Ni
E'CL 1
1 ALL 4 _
__Lt Li -_iiiI±
I PI/CURI .- . • : : I ; : .

REDLEINC

FSTA1 -
—L -
:180.::::
- t WATER: LINE PROFILE
STA, +9,2 00
- 4 G OZo 1A 20
1 VEPT CA11: 1

I CURB DATA (PRIVATE)
NO. . /H LA i/ I N C'7 A100 L LNU HI MOH
1 N7656'00"W - 135.98' 6" TYPE "G" CURB & GUTTER
i 2 A =1F45'OO" 518.00' 106.23' 6" TYPE "0" CURB & CUTTER I
N65'1 l 'OO"W - 10.3.1/' - 6" TYPE "0" CURB & CUTTER
4 A = 05 - 1 3'00" 482.00' 43.88' 6" TYPE "0" CURB & GUTTER - 5 N70'24'00"W - 12.18' 6" TYPE "G" CURB & GUTTER
""— - --
p'. p, 6 N702400'W - 12.18 / b ITVL U UUt & UUI tJ
SHEET 12 7 .3. =0513'00" 518.00' 4711: 6T TYPE G" CURB & GUTTER PRESSURE REDUCING STA.
3 EMERGENCY OVERFLOW INLET
B SLE
8 9
N65'l 1 OO"W
A 1 1-45'00" CUTTER

- 10.3.
482.00'
/

98.8 - 6"
6 TYPE
TYPE
'G 1
"C"
CURB
CURB
&
&
GUTTER
SHEET + 4 4 I
3Z9U
Li OP PETAl:
z
I _ 5t_i II
[1 H I INAl MAP
C\J -
I Li c U
o
Lli

LJ
LLO
0 I
AlL LO PLC ' ( I. , p.- -
)VANCE OF DIGGING OR EXCAVAI'INC ON
14i 7" Rl fl , -r -A--. r'.

LOT 59

L,ATERALS ON
)FF FT T
5-
/
1 65

CENTERLINE DATA
A 0, 1OluO NE'
' ..:

BEARING
1 N7656'00"W 135.9' -
2 f-. =114500 500.00' 102.54
3 N65'll'OO"W 103.77'
4 3 --, =513'00" 500.00' 45.52'
N71Y74'00"W I 1218 '

STORM DRAIN (PRIVATE)
1 N76'56'00"W — 135.98' 18" R.C.P. 1350—D
2 N8S48'08"W - 46.32' 18" R.C.P. 1350—D
.3 N3436'59"W 68.92' 18" R.C.P. 1350D
4 N58.37'1 7"W - 40.77' 18" R.C.P. 1350—D
5 =O21402" 513.00' 20.00' - 18 R.C.P. 1350—D
6 N6511'OO"W - 93.11' 18" R.C.P. 1350—D
—
4 I

SEWER (PUBLIC)
NO. /BEARING ..:, .H ' 'LMARKS
1 N7656'OOW - 187.43' 8"P.V.C. SDR35
2 N67'23'49"W J - 212.52'l 8" P.V.C. 0900

WATER DATA (PUBLIC)
NO. /BEARING .

N76'56'00"W - — + 135,98 10" P.V.C. CL 150
* • A=11'45'OO" - 489.00' 100.28 10" P.V.C. C.L. 150 -
3 N6511'OO"W — 103.77' 10" P.V.C. CL 150 -
4 A =05'13'00" 511.00' 46.52' -- 10" P.v.c. CL 150
5 N7024' 00"W — - 12.18 10" P.V.C. CL 150
R N1926'OO"E -- 32.00' 10" P.V.C. - CL 150
-- -
RI—A('11 \1 \Il
-
-- CENTERLINE V/LLL MC)ijOML\
. 5
- STATION 397+04 EL CAM/NO REAL, 745 Mill:- -.

NORTH or /NTrRSFTCTION W/PALOMAR AIRPORT 0:)

COUNTY OF SAN DIEGO

90.20 -. •- -
CMWD
I
if
-- •f-
LJL__HclH4
f
H 00
c I
O
vic
A_1is
Tt i 1
f - —
_t
I
1 i EL 160 fjo L421
_~~i J +2. Cc t L/413 - - L/45 - L/1131
H + _
I t
H (N Cc I
. .. . . .

M I cn . __
0 + __
0 MIN CGVE DPRS N
____ • : riw:C/ -- : : . •-. • t : : : + - tf:.: : : -
490
CQ co
Ln
'9T -
- :i
LLJ
LCII, 00
' LLJ
.LL4i . .PROFIL E .SCALE
I I
I TC
- ( {A =b' SE $HLET NO 20 QE _SAC V'ERTGAL I = -1-- L 1 CLR FOR CONTINUATION F WATERLINE PA I
I I ti 849 1O"V

AN SEWRLINE VLT
I I I
H LHH4
-
WA
C
: ... .H.
....
•• + • . .
_________ -
I • • 4 ---I-I----- -
•.1UVVt. . •:: •.1LJ.PVL • . :.L: . . : ..... - •- .
..- . . . . • . • • , . . . • • . t . + . . .
275Rf . rt\427R
_17
WALL t
• • . . . - . . . .
. .........
. . . - . . . . • • •
L/ 1 .64
. I • fi L/0-13.2! .. •
I •
•.

L/14.64
..
__ 14

VRTICAL PNE -
L2927 137:19 L227
6 CD
00 ht- nj
TA 184 10 + I
PRQFILE 0 U., T S D E K NU %C LE:

L - -
g -____
E ___ -

r±J±+J LU _ TH H
I
I' -
_________
I1IIi+ LLitL tL: ti J - -
19 LINE. t
29 30 31 32
SEE SHEET NO. 17 . WATER DATA (PUBLIC) rL. CURB DATA (PRIVATE) FOR STORM DRAIN DESIGN •,,....•, •, ,•
____ H...:____ ____
•l' .
_______ _____________________________
i nr D\/r rl I in H [7nnn\A/ t - 4 rvr r iipp r rii
z
G)
z
CD m
TO
4s
.
/
AIN E.ASLMLNT
+ I .J .JL) LJ+J I....
___________
1,JZ...L/'J4 I'..) I .V.L,. ¼.,i_. .JL/ +
_4_ , ,
LI _T VT
_____4_ -
•.1.J._1f LI + + I... J ¼JL+LJ LA. .JL/+ LII
DOC ________ 2 N7024 00 W - I 100.83 10" P.V.C. CL. 150 2 A=75'06'00" 30.00' 39.32' 6" TYPE "C" CURB & CUTTER £1; K1C\' /
. 14r5€t EXI3 REC 3 N34 3000 E - 11 16 L 10 PVC ____ CL 150 - 3 - N34 3000 F - 29511 6 TYPEC CURB & CUTTER Aq • .5 ELF, 24 4 A=934 10 3500 9053> 10 PVC CL 150 4 A=2811 46 )000 4921 T 6 11 TYPE "G " CURB & CUTJLR -r .E 6IT - - j - - 5_N051814 F - 500016 TYPE C CURB & GUTTER _-'J'J__;..--___\ \-
/
p 1 .1(0/ / 6 A=208fl 145" 38.00' 138.08' I 6" TYPE "G" CURB & GUTTER ±L
LJ 7
-
N34 3000 E I - 9790 1 6 TYPE C CURB & GUTTER
H> ( II
. 8JA=2T57'10"I> 6(0O' 29.27T 6" TYPE "C" CURB & GUTTER I(D cjI // / I .
1 ___ ______
I A=13100'21" 60.00' 137.19'T 6" TYPE C" CURB & GUTTER
'-um / /4.i
//

NO A/BEARING MARKS
- 10A=2757 10 6000 2927J 6 TYPE C CURB & GUTTER
N6723 49 W - 96 40 8 PVC SDR 35
11 N 71) 4 nIl - I 4Q F fl TIE P
2 N2902'27"E - 199.6 8" P.V.C. SDR 35 -
SA _ \11 / -
- - .
5 56 ... . • .
, -'+
,\. .
2 •5'D'w' -
49 + -
~l 3 40
CD
— .
— - : -
( '7 8

U CENTERLINE DATA
NO. I DELTA OR ;•: ' -- .IARKS

BEARING
if N7024'00"W
--

96.27'
7'.
5 —
CPA +62.06

21. Th
4ISEb EXts
A4 * 16 $4ELF, 30" BAILS
RO9IO'3TL NTh
SEE t)ETA1L5T1415 54T.

L Uri
RflH
DK,CNL+
tA, Av
U<
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LX,AvANN.. -

I I MEN
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E
FiYrn+ rim+ -.

T t( '4
:-
.4)
/
\\ 76
I \ 6
,
00 5
••1 . Ill' \( If \1 \II\
SEE SHEET NO. 20 i/li 397+04 1/CAM/N • 14 '2
FOR STORM DRAIN, NCRTH 0F INTERSECTION VV/PALOMAR Aii7POP

WATERLINE, & SEWERLINE
DESIGN . --
ETh,A 'vVD 98- 501
11 12 =
LE& RT
_ H trI I EIHT + I _
112+46-y- VfOL~ERI R t
o 001 wvIrhj
L Aj 00 CD
.100 _ I H
1 _ __
-kr CD
_
L L'
___
_
4D A LE 4—: 1 i - 4 1---- - ---
~ _41 W TER PROR I -
t
L _________ ________ CN !CD t
cn
CD VTTI~AL:'
CD
UD

V CD In
PRO FIE t___L H IHH
II
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110

_ WT ,RT
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URN ; CO. Ln
Al
L _
IDENIlrAL POINT
nt
14 ff
;

* L11k H -f
I

1 00
I! __ H H _ __ _ I H H__
Cn
Ill: 13-0O
--
ou
I
t
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co

PQILE I
H 4 - NOTE
4-
— IGHT CURB: J RETURN
F4

ROAD & STORM DRAIN ARE PRIVATE
CL
I SEE SHEETO 19 HL1t44
1 1 I I I__ -i - VFR "Al 1L4 SEWER & WATER ARE PUBLIC
10+00 11 +00 1 2+00 11+14.22 WELDED RING W/THRUST WALL —
1 4+00 1 5 PER CMWD W-18 TYPE 2 t1 11+04.22 22.5 & 11.25 BENDS (PRIVATE)
--
(PUBLIC)
W/THRUST BLOCK ON SHEET 14 STORM DRAIN SEWER CENTERLINE DATA 11+24.22FLGXPJ TRANSITION C0UPLIN J/HL\kIHL DULLNU* H M NO__ HE__/HIN kRtJIU3 LLNU I H MAkK NO ARINC
r KS
I r 1 N87 5600 F - 242 55 I PC C-900
- 1 1 72 1 71 2 1500 50000 106 8 PVC C1 i N87 5600 F 248 78 - - - 15 PROPOSED UTILITY I
"9'49"00"W - 68.54_ I 8 P. V. C900 ____- j 2 A= 12* 500.00 106.90 rNT PER FINAL MAP CURB DATA (PRIVATE) ** flTNT 4*A* pr H'RI[ PA' Q*
3 N79'49'00"W 6854 EASLML I
-
I WATER DATA (PUBLIC) u
/ z
&-83_21 44 30.00 ' 43.65'_6__TYPE G CURB & GUTTER rN '+jU 'Lt N I H NI Cl
00 1f1
2 N87*56'00"E 215. 73'

1 N87*56'00"E (3-TI
b =O95938 48200 8407 6TYPF C:CuRB& GUff
II oo 8 CML& C STEEL CL ** -- i<0
\\\\\
3,2
II ur)
4-IJ\,
I ,'*"
f.

-
O l
0 I
V, 151 152 A r I I
- I

I I
\\
—
\4
_71 \ E 5
0 7Yt rp DAT
L :X-8.. X8" FLC TEE AT F_
/
I I LLJ / 0 k4 29 2 5 S
I CD L'\ TFRAO
H
III
f/ ,/
//c \
----
SHEEF 15
P m CITY 012 CAfL1SBAI) DDT
I
-
-

I NCINFFRING DFPARTMFNT
IMPROVEMENT PLANS FOR:
23 SEE SHEET M o 5+8262
\ / ___ ____________________
- WOLVERINE TERRACE (PRIVATE) 6
. - I TA QQ7 Rfl Tr)TA iAcn nn

MANITOU ENGINEERING COMPANY
4- IANNNIT, CONS*.J1 TIN', FN.NE F 1\i- *Rvr iN
r : - M * \ M
AT/0N 397-i-04 EL CAMI1'-
D
---=- •- y
RTH OF fNTERSECTiO V - ;MAR A/RPOR7
UN1Y OF SAN DIEGO
20 V fT. 2
_______ - _________- ____________ _______ I
I # I s I . '_I S. I S..' •_ i i - • i -r s_i '.J • 'sj '.1 L C.T. 96-02
' I 1 HI =_ DA
CHKDR
lZr

PPOJCT NO DPAINC
v: R
NO
C.T. 96-02 361-6B
INiT1Ai
i

DATE INITIAL DATE
4 -- cm Vv D 98-501
--
0 I
DIc4LERT S__ S
/ I Qu LF '
'DvNCE OF DIGINC OR: EXCA VATING ON A
P-UBLi }GHtF OF WA'i Of ESEMENT.

SOC_Jt.22_133
H I I _ CLI SEWER & WATER ARE PUBLIC
15+00 16+00 17+00 18+00
<C - SEWER (PUBLIC) - -
S /\/ HL;HINC r)I
I_ 1 _N7949'00"W -- 228.01 8"P.V.C. C900
L2 . A19 -21' )4" 1385 . 8" P.V.C. 5DR35 ]

I C CENTERLINE DATA S

NO. A/BLAHHC . S LMAH
S
N79 4 00W 246.1
0 2 A322 127" 200.00' '-
-
. S
iHIL
Nt). A/BLAINU iADIu LLN(J HLM/\I.

N7949' 00"W - 246.70' TYPE "G" CURB & GUTTER
.) A=3221'27" 00 218.' 123.11'
_6"
TYPE "C" CURB & GUTTER
A=18913'12" 300 8.'
-
125.50'
_6"
TYPE "G" CURB & GUTTER
1 N.3814'21"W 50.00' TYPE "C" CURB & GUTTER
A Y =434'39" 100.00' 72.57'
- 214.05'
_6"
_6"
6" TYPE "C" CURB & GUTTER
S
N7049'OO"W 6" TYPE "G"CURB & GUTTER

WATER DATA
'- S --
(PUBLIC)
NO.

S
'
3 -t
--- 2.62' 8" P.V.C. CL. 150
_

A/BEARING
N79'49'00 "W
* .\ =22'50 '56" 374.00' 1149
.762
: A /
ch
C5
'N FILTER CLOtH --
~ 61
0 ~69
1+29.33S.D.

C/I TYPE "A
SEE GRADING PLAN DWG. 361-GA
SHT. 16 FORREVISED PRIVATE
DRAIN AND S DSG.& E. CO. EASEMENT
I
4 11
- 4 4 1 - k"',
t
L/4125C'
_ H I 1L/1 H H -105
in 1
co
CD
Li
ti
Ln

La
_ I
Qp
DOPSFHRAE_
C L~cl ~ L~ll
00 _ -1 1 :
:°
-mo
r -

ON FIJER CLTH W/UFF
tj CD

12.0p, j24 ROP
zi u tc)
:PROFILE: SCALE
NOTE
PñAfl A q TnRKA flRAIN ARE PRIVATE
4+00

CURB DATA (PRIVATE)
S.,
H-
17 5,
REC. AREA

I INOL IJIJ UL)

STORM DRAIN (PRIVATE)

RADIUS LE ND I H RLMIRKS
- 129.33' 24"R.C.P. 1 350—D - j
00' 24" RC.P. 1350—D -.
0 00000
—
i1I( II \l.\II
\5
\

t .N
AT/ON 397--04 EL CAM/NC 'Al 04
.NORTH OF INTERSECT/ON W/PALOMAR AIRPORT 0/).
-LJNTY OF SAN DIEGO
- 20 ..
4E-12 CM WD -----98-501 -
j :

I I - . - -

: : : : I : - : : : : : :

~ - — - - _ . - - -_ I - 1. - -_ - - - - -_ I I - -

- , 8
- I r I -1 ' It C .

I t I : dr,N$T`R~CT: A'S 5' :VERTIC* - URVE I
__ t i _ _4
: : j I
4 __
1tL
L
f : :
__ ,
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S -
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. 25 LA TrA, --
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ii
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46.89' 6" TYPE

REMARKS
"G" CURB &
S
GUTTER A=8933'22" 30.00'
2 LNoo38'oc"E - 44.60' 6" TYPE "C" CURB & CUTTER
3 f A=05'59'00" 418.00' 43.65' 6" TYPE "G" CURB & GUTTER 4N0637'0 0 "E - 79.95'
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CURB &
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\ I 17 5. 5 11 N0637'OO"I - 39.87' 6" TYPE "C" CURB & GUTTER - k, "I
/
(o ?_,l 75 (C / 12 AO559 OC 38206 3989 6 TYPE C CURB & CURER S / - 13 NOO 38 00 F - 40.42 6 TYPE C CURB & CUTTER
" ! I# 1 ; r\~, )t - 1, I , S, ",// _l\/ '.. ,~, ~"51 J, 0 COYOTE CU
/
1 7 , - / lo li , - __ I . ~4 Q)
A/B1AHIN

WATER DATA (PUBLIC)
r . - - 1~_ - Q) __ I I
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'5 5' 5 S ,5•S -
_ NH' Ii
Ti N0038'OO"E - - 104.37'
2 A=0559'OO" 413.00' 43.13'
3 N0637'00"E - - 108.24'
4 N/116'OO"W - - /9.95'
5 N71'16'00"W - - 58.29'
6 N8516' 15"W - - 25.69'
7 N1844'OO"[ - 33.25'
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7 - 5
..- * 2 AO5'59'0O" - 389.00' 40.62' -8 " P.V.C. - CL 150-- - 3 N0637'OO"E - J 127.63' 8" P.V.C.
—
CL 150
—
4 N7116'00"W -i57.63' - 8" P.V.C. - CL 150 -
*
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L •
PiANNING CONSULTING ENGINEERING • SURVEYING
- - __ I
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SEWER (PUBLIC) ___ "AS BUILL'
~ll / NO. A/BEARING 1l,
1 N003800E L -
.:U'' 1 REMARKS
t 74 8 PVC SDR35 I
jJ /
J /
2 A=0559'OO" 400.00'
3 N0637'00"F L •-
______

41.77_______ 8" P.V. SDR35
____-
118.75' 8" P. V. SDR35
___
I
EXU. .' -- J 15 • DATE
PI VIE'E BY / /5 '-7 -7:' ''
. .—" ' -' I.
-

INSPECTOR DATE
U f ' 1)I"1
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-_____ I PSH[ET1 CITY OF CARLSBAD1 SHF FTS1
L _1 5 I ENGINEERING DEPARTMLNI_____ [ 23
____ IMPROVEMENT PLANS FOR:

COYOTE COURT (PRIVATE)
______________________________________ _____
STA.10+00.00 TO STA.14+00.00 ________________________ ____ ____ _
- -
C.T. 96-02 --

APPROVED -
r4
[DWN BY: PROJECT NO. IDRAWING NO.

S
: C.T. 96-O2j_361-6B
— -_
Moo. CL 4iVO/T/5T4 /3 -'4L7/
__ —
VON DF SCRI1TFON
____ _____ _____ _____ -____
INITIAl DATE

I NGINFFR
LLOYD HUBB5 -" PE C239 EXPIRES 12/31/01 DTL
-i
-
INITIAL DATE INIlIAL DATE

CITY APPROAI OF WORK OTHER APPROVAL
~A 1
"
a:

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1 1 6
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O CENTERLINE DATA
u//
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DELTA OR 5
5 5 . - ./ US5SRKS

BEARING
1 N0038'OO"E - • 90.74'
______

2 A=05'59'00" 400.00' 4177' - -
.3 N0637'00"E - 118.75' • - - - - -
I1I."\( II \I \II
;f tTLPiiPL VVLLL MONUMLNT
STATION 397-iO4 FL ('Av 1'NC) RCA!, 1
45 MIFS
NORTH OF /NTERSFCT(1.\ 711 fl/ S111,,4/J? / f1nGR 1
COUNTY OF SAN DIE2'
0 (),''' U. v •.

Mi .+ - " DAfA 1 4 U I .
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CD
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PROFI:LE SCALE
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LJ.l !
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—J--. •_-..•:; ..

Lid
120 —0
(_) -
14+00 15+00
NOTE

ROAD & STORM DRAIN ARE PRIVATE

SEWER & WATER ARE PUBLIC
<H SEWER (PUBLIC)
NO. /HLARiN( MARKS
1 01'16'00"WH 205.EC 8" P.V.C. SDR35
2 N82 4350 W - 21797
J
8 P.V.C. SDR35 -
c\rLr. f\ Ci8 COYOTL COUk'I
"Ny WAY
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-

PROFILE
STORM DRAIN H1
L)a f cn L I I- L4
H —H—tH—Hi t
4QP 1_4 -
/ 52-2-7' 1& RCP O5
19+00 PROFILE

STORM DRAIN

STORM DRAIN (PRIVATE)
• [. . -, • , .••. , • P1
-.•.••. • , • .
4 N71'16'0O"W - 161.79' f 24" R.C.P. 1350-D -
2F8116'00"W - 48.68'T 24" R.C.P. 1350-0
3N6556'31"W 38.84' 118"R.C.P.1350D GASKETED PIP[
4 A=03'29'46" 412.00' • 25.14' [18" R.C.P. • 1350-D _GASKETED PIPI 5JN84O7'00"W - • 100.77' 18" R.C.P. 1350-D_ GASKETED PftF 6A=1224'00" - 438.00' 94.79i8" R.C.P. 1350-D GASKETED PIP[ - 7 N3525'20"W - 43.9ji8" R.C.P. 1350-D GASKETED PIPI
-, 'A • 7' • '- I.' fl 1 •() 1•,ANkJ I' PIt
Li
d
ii
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< I IN
1 121
H I

CURB DATA (PRIVATE)
z ci
z
ED
m
1 J
3 - 4
5 J
7 8
NO. j_A/OLAPINU
6JN8407'0N..

N7Y1 COO "W --
A-1251'OO"
1 N84'07'00"W
A= 1224'OO"
A -1224')
A=0Y49< -H
N 7 1 fl6'OO"W
H/\DIU I I NH N
181.45

91.28'
100.77

95.87'

88.08'
U
6"
6"
6"
6"
6"
6"
- 6"
F'PE
TYPE
TYPE
TYPE
TYPE
TYPE
TYPE
TYPE
"C"
"G"
"G"
"C"
"C"
"G"
'C"
"C"
H MAkKN
CURB &
CURB &
CURB &

CURB &GUTTER

CURB &GUTTER
CURB &_GUTTER

CURB& CUTTER
CURB &

CULTER -
GUTTER
GUTTER
C; - --
-
407.00'
-
443.00'
407.00'
. -
443.00'
-
100.77'
_29.51'
159.88'
'-. / -.-.-.•''•'
1'• -'
\o
\
,/ iD If
I I
)• AJ. II

LYNX WAY
SEE SHEET NO-18
( .•- CENTERLINE DATA
NO. /BLAH INC -• --
1 _N7116'OO"Al 181.45'
2 _A - 1251'00" 425.00' 95.31'
3 N8407'00"W 100./7'
-'
' :'.'-1 'nfl" I 'I. r-(-\ • -T)

WATER DATA (PUBLIC)
H) -. L1 iL •,
1 N7116'00 -f181A5' 8" P.V.C. CL 150
* 2 A=0Y47'4" 436.00'j 13.66' 8" P.V.C. CL 150
* =1103i 436.00' 84.11' 8" P.V.C. CL 150
4 . N8407'0C'.' - 100.77 8" P.V.C. CL 150
* . t\ 12*24(: 414.00' 89.60' 8" L'•C. H
nrrt 1i- N -- WATJ N0I //
II \1 \11\
HAT/ON 397+04 EL CAM/NC)
\IOPTH OF INTERSECTION W/FALOMAR AIRPORT
'OUN7Y OF SAN DIEGO
i0.2() •
' V 14
- - HN- / 1' - . - •,.. ,. •- '.1 • H
' CM -,E I O—DUI
F
4 19o
CD
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t H II
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-----
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I 140 — i I — ____
io8D t
- 180
LLJ

NATERUNIF PROFI~ -j

VERTIOAL
c~
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PROFILE
____ ___L LtJL!_I_t_ 45 (f)
I ~Ak I '_ Z +
CUL D E — $ Ac COY OT ,C TT1-
_______ c I I PROLE CAE HQR —20
-t
— +
© VRT 1 4
z 3 fs
f_
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—
i.
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2 'B PROFILE SgALE I

04.41 ROAD & STORM DRAIN ARE PRIVATE HORI

SEWER & WATER ARE PUBLIC
19+00 20+00
I:
z
0 z
oJ m
JJ

CENTERLINE DATA
NO. A/BEARING N
'
1 N7143'00"W 1 117.421 I
( Li STORM DRAIN (PRIVATE)
78 77 A/BFRH S t4It
( / / 76 1 N71'43'00"W — 123.64' 18" R.C.P. 1350—D GASKETED PIF 2 N4134'00"W P - 1 88.47 18" R.C.P. 1350—DGASKLTED PiP
) / 3 N41 '34'00"W I — 84.96 18" R.C.P. 1350_D*
4 N41 -34'00"W — 91.23 18" R.C.P. 1350—DCAS
'N fl' P 'I P I[ NI
-5-
9 No 57740
Iip/Zs. 31c'J7*JJ
ri
Iw.
0 !
\'
80 DIGALERT

ANCE OF DIGGINU OH LXLAVAIIN
5,
H RIC,.IT CE WA OR FASEMFN
75 -
7 71
O r 5\
\ \\ 74
1 —
_uit----\-------
\\
r 1—\ \J r A I I I f t r
_ I /
/
'V PROPOSLD 20' PRIVATE STORM DRAIN (
\
LASEMENT DOC — RI (
kAj
©
(I
I
REC. AREA I
- 1±U Al-i# 1 b -
10:884
I(2+0075CQN.T 'C LOT 176
M41( )NRY 0 N WA I
/55\
'C WATER DATA (PUBLIC)
/ N NOA/BEARINC
4 - -
_
.1
\ 1 N7 1'43'00"W — L 130.64' 8"RV.C. CL. 150
2 N1817'OO"E I — f 59.00' 8" P.V.0 150
E. CURB DATA (PRIVATE)
NO. A/ULARINu rADIUS I LLNCH
-• - + 1 N71'43
,
00 ,,
W —_ 1 8.15
, ,,
6 TYPE C CURB &GUTTER
2 A=?8'11'46" 1 100.00' T 49.21' 6" TYPE "C" CURB & GUTTER 5•5555
3 N80'05'1 4"E 1 — 50.00 ' 6 " TYPE "G" CURB & GUTTER
-
4 A=208'08'45" 38.00' 138.08' 6" TYPE "0"CURB &CUTTER
-
\' 5 N71'4.3'OO"W — 117.47' F " "" PF "C" CURB & GUTTER

SEWER (PUBLIC)
NO. L\/ it I lI) L H, H RLMAkK
1 N7143'00 "W 12049' 8" PVC. ;[)P-3 r)
35 ,i 4
~'j

H
\ .
9flflI 5.
1 53

40. 2'
—Fl -' \ •
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(
C)0
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\\\
I
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AlA .1 I

SEE SHEET

FOR STORM
NO. 12
DRAIN
NO. 20

AS BULJ
I'
/
P.E77'j EYP. I 1J -S DATE
RF VIE ''F D Y:

DATE
DATE

ENGINEER
- -
-
___
SUrE1 PITY OF' CARLSHAI) FTo
17 ENGINEERIN: DEPARTMENT 24]
rIMPRoVEMENT PLANS FOR: - -

COYOTE COURT (PRIVATE)
STA.18+69.51 TO STA.19+86.93
C.T. 96-02
--

APPROVED
LLOYD HUBBPE C289 LAPIRLS 12/31/01DAT -
DWN BY: RROJLCT NO 0. . 'DRAWING N
CHKD BY:

RVWDBY: CT 96-- 361 —6B
_____
TR REV 5W.L4T?W.EV/CES
kF'vI IO N D SCPIPTION

INITIAL DATE INITIAL DATE INITIAL

OF WORK OTHER APPROVAL CITY APPROVAL
II;\( II \t \I1

MANITOU ENGINEERING COMPANY

PLANNING CONSULTING ENGINEERING SURVEYING
fl: , % MI ' Mt \
STATION J97+04 EL CAM/NO 'N. '.4 MILL
NORTH OF INTERSECTION W/PALOMAR AIRPORT 10

COUNTY OF SAN DIEGO
41420 \.G.V.D.

N. . CMWD 98-501
H
U~i
--
14-1114L1 -- i HL
L4581
LL
_ -;
hip
15j- ttL — H --- -
: I
F H
PROFILE I t
L FT CURB RETURN f f SCALE FJOR
4 VrRT 1 = 4
1 H
-
m v
L/4 63'H
1216
H
: -tt
Lo

i
cc
Ln
-4 —f—
-- + -
U
I:
1100 v. 1
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I 4=
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90 c
00 125
ILE
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PROFILC

RIGHT CURB RETURN NOTE
AL[HOIZti -20 14 1 - ROAD & STORM DRAIN ARE PRIVATE
-44--- SEWER & WATER ARE PUBLIC
-
- - - ----------------- -
- 10+00 11+00
SEE SHEET NO. 1 LOT 93 LATERALS
ON SHEET 1O
c-a 93
P - -
-,
\ 1 \1 Ir' I o
46 0
I
-
cn
56 + ~< o cy
I 3 I S
:

HGL
10 89.55 FOXTAIL LOOP I : :

OO LYNX WAY L
I (:)
5 7
0 '11
N:
24+40.0
.4
PCR
El

I / jot 24±423 9 2 LOT 92 LATERALS 6 B c/L - -
ON SHEET 10
SEE SHEET NO. 10
12+00 13+00
LOT 124 LATERALS SEE SHEET NO. 1 6 ON SHEET 16
1 24
1 J 1 45
41—
15 J
[ 11 u1_ 144
_____
I I rn C 12i96 LYNX VVAY
- 5 I I 76fO5.58 COYOTE CO
25 __
- I b41
01 1
_ '-4---__
04 X

- 5EWffRNorcaA/srRuCrEo
'+11.20 JL

P CURB (PRIVATE)
NO. /ULARiN-
DATA
i A87_2908 30 581 L TYPE G CURB & GUTTER
5"5i0O"E f - 187.30' J6" TYPE "G" CURB & GUTTER
87 1300 j3O 00 45 67 j6 TYPE C CURB &
L 92'
GUTTh
83'45'04" 43.85' J 6" TYPE "0" CURB & GUTTER
N1557OO"E L
- 183.68' J
ç
TYPE 'G" CURB &GUTTER
CHUER

WATER DATA (PUBLIC)
NO-
1 Ni 557'OO"r 479.98' 8" P.V CL1 50
-
1 \\
04 43 \\
\
II
-- -
// \\
A •-cl) -4.. 4
0 I:

CENTERLINE DATA
//_ 5LA1U LJIU L
FN L-0 4 7
iiD '
L 4F
.. S BUN I
LOT 125 LATERALS SEE SHEET o. 16
ON SHEET 16 . . - - - / . ,
- STORM DRAIN (PRIVATE)
NO. /BEAkIH
1 N15'57'OO"F
- - - - 197.14 18 RCP

SEWER (PUBLIC)

MANITOU ENGINEERING COMPANY

ANNING CONSULTING ENGINEERING
C II \I \ I
,
Al ,
AiiOt\J 39/ 04 L UAM'NC) h'LAL, 1.4:, M L
NORTH OG INTERSECTION Vv/PALOMAR AIRPORT
'7(JNTY O SAN DIEGO
', RFYH3ION DFSCRIPTION
'L' ''
-/ 1 L -E [J B
HA E
CITY OF CARIJSHAI)8 ENGINLERINCDLPAP IMEN 24
!MPROVF:MENT PLANS FOR.

LYNX WAY
STA.10+00.00 TO STA.12+79.36

0.1.9602
PROVED
LLOYDHUBREC239EPRLS 12/31/01 5ATE
DATE _ INITI D[ _INITIAL WN BY: PRoJrCT NO. rDRAWNC N
OTHER APPROVAt CITY APPROVAL LR B __ C.T.96-02 _361-6B
MWD 98-501
I 1I!
1 1 ii:
.G.0VER
---..-----
' 1 ' r
CD -
_

L-3.7O
El I
- 1
— 92
J,

1Jt \/C J
t
- .

HOH

LEFT CURB RETURN
:

IA TI
:PRQF I LE
--
*
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30' vUN C VEF
35 *L)W G/ .
-.

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co
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L- -H -
- W4

PROFILE
R GHT : CURB RETURN
I -
10+00
H
't.___1 J I Jr.l....1-+
11+00 12+00 13+00 14+00 2" MAR
14 0 \ A
EN[) RUBLE -
RIGHT OF w:
- gj
o~ G
POLL-
2 &
'\ -

WELL SITE PUBLIC UTILITY

EASEMENT PER (ABANDONED)
r-) 01 11.
\\
-.

L :Liiti
•--
- H _ t t

I/Lu
LJ
3 MIN . 0
_
ojo
- t
CML C STEEL WAI ERJNEt
- 'fflt 'tNHTLv t
UP0
q4 0

PROFILE ' SCALE
4 vH?iCAL 1 4'

CURB DATA (PRIVATE)
rNO. InlBLARiN. '.' ' KS
A=7200'18" .30.00' 31.70 6" TYPE "U" CURB & GUTTER
P I A-55'32'56" 57.00' 55.26' 6" TYPE "C" CURB & GUTTER N62'l1'OO"W - 53.06' 6" TYPE "0" CURB & GUTTER
4 A=3626'04" 88.00 55.96' 6" TYPE 'C" CURB & GUTTER
5 N8123'OO"E - 67.42 6" TYPE "C" CURB & GUTTER
6 A=1714'OO" 188.00' 56.55' 6" TYPE "C" CURB & GUTTER
7 N6409'061 66.65' 6" TYPE "C" CURB & GUTTER
8 N6409'00"E - 66.65 6" TYPE "C' CURB & GUTTER
A=1T14'OO" 212.00' 63.76' 6" TYPE "C" CURB & CUTTER
0 N81'23'00"E - 67.42' 6" TYPE "G" CURB & GUTTER
1 A=.362604" 112.00' 71.22' 6" TYPE "C" CURB & GUTTER
1 2 N6211'OO"W - 35.93 6" TYPE "G" CURB & GUTTER
13 A141'30'11 30.00' 74,09' 6" TYPE "C" CURB & GUTTER

H CENTERLINE DATA
A,'ULAHINU PAL:U:- LNUTbi RLMAPKS
N5315'35"E . 45.16
A=6433'25" 50.70' 45.00'
N621 1'06"W — 53.06'
A3626'00" 100.00' 63.59'
N81'23'OO"E — 67.42'
A- 17* 14'00" 200.00' 60.16'
N6409'OO"F - 1 26.27' I - /1 I
v:ThN v.
/
419 SIGN
12 -
° /PEP - 3 CURB OUTLET
1 PER D-27
.:. -.

SEE RETAINING WAIl PlAN c! I[ 1T c
23 THROUGH 27

LJTURE RECREATION AREA
NSTIL
DRAWING 61-6A
H +Al

GRADING PLAN
LO
/

H SEWER (PUBLIC)
U, 6' L:.', -. ' '- LMAHK
*
T SLL C MVvD PROJECT 92-406
* SEE CMWU PROJECT 92-406
' ______ . SEE CMWD PROJECT 92-406
PER CMW 106
AS BUILT"
NOTE

ROAD & STORM DRAIN ARE PRIVATE

SEWER & WATER ARE PUBLIC
f
I /
\*
' SEE SHEET 1
ft..'
I j /
* WATERLINE DATA
NO. z/BEARING ' . '. ' . ' MARKS
1 N5Y15'35"E 95.58' 8' PVC CLASS 150
2 N80'08'48'W 163.26' 8" PVC CLASS 150
3 N67 33 48 L 131.78' 8 PVC CLASS 150
4 N2915'OO"W 69.22 8" CML & C STEEL CLASS 150 *
I . 5 N2915'00"W 35.00 8" PVC CLASS 150
E r ('fl 7' 1 Q 0 C
' / T 1Z4 !
7_ r'0 EXP. Il 3'- DATE
L?E VIEWEDOeB Y:_

NU RI C OR DATE
CITY OF CARIISRAD 19 ENGINEERING DEPARTMENT L..24
IMPROVRMFNT PLANS FOR:

ACCESS ROAD TO LOT 173 (PRIVATE)

THE TERRACES AT SUNNYCREEK I H
LLO__i) HOBBS 023889 [ PtPF
DWN BY: AL ATE _NftAL CHKDBC
DRAW NC NO.

A, APPR vA! .~PV*D E1 ' C. T. 96-02 . 361-6B
MD cma
i
..LNTE RI IN!' kli MONUMENT
STATION .397404 EL CAMINO REAL, 1.45 MILES
NORTH OF INTERSECTION W/PALOMAR AIRPORI RI).

COUNTY OF SAN DIEGO
98-5 01
co U-j (104
Ln
777
\
/
7 AH#10 \\ ()
31+95.02

FOXTAIL LOOP
10+00
SEWER STA.
\
uJ
cn
11 12
ui
H
04 cQ• —.
'rn
u~
!
i
220 -- -- --I--- -
_
I - *NOTE: ( - - USE CUTOFF WALL' (SDRSD S-10) FOR WATERLINE t
-
- AND CUTOfT WAU4 (SpRSD -9) F OR EWR -
OR APPROVED DEIGN BY DEPUTY CITY ENGINEER. . :
af -
- rIELb CONDITIONS MAY RIQUIRE MObIHCATIONS _.
- 'I ui
1OR MODIFICATION DUIN CONSTRUCTION. _- -
's ç*iC
Li - j • • . I • . • . .
- -
/
Lo
0-4
PROPOSED cND:@SEwR •
PROPOSEDRND@ATER • 4 : :
-
-
-2OO-
I
Lij
FRO$DOS[D GRND © SEWER 2
0 Li
LLJ
L'1 I
CD !
____ ___
•
•-- i-- f— • — . _________________ . • .....- . • • • : : . - : . . . - :-: t • : • r VE cr
I S • . • U)
Ci
• • I f .
1 4_. • : . 44 . . . • Q.t :

CN : •_ ._--- -- i . S • : : • S
3 ' AIN I COVER C
• CA .

CAO
—J
-
'/2
2920
74%
12 00 co
t . 84.73 8 PVC C-900 ON 200 VERTICAL RADIUS
-.SSSSS--
s -----
c '-
-\ - 10"GVFLGXPJ
-- . r"
BO
N1I
-S
I
\ 0
9+92.21 \
I
'
\ CLTYPL\ 1
(Xi) A4CO \
\ 31+55.58

25.62' LT
\ FOXTAIL I ------
I ñCID I _- - —I L\J'JU S__)_ - 1 7 --' S
A-400 s
\ I
uJ
F-
Z Z10)
OH
(
LLJZ>
—J CiL LJO 06 0
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•
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7 CD
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IN Z 'HL
H I I ii
1---
I- iI•
-•
/5
it
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- •
1-
SEE SHEET 12 f 121-0_LL
PLAN —FOXTAILLOOP
SCALE 1 20 •
¶ : :
z
GD
z
CID

m
va
- -j___J
4 I II LI H L --I
2OO
- LLH - -1 LJJI 1JH
Ii •i.
-
i_1--i--i:1 I
:PROPOSED GRND © STORM DRAIN / f * NOTE
USE CUTOFF WALL (SD*SD S9) FOR STORM D RAIN
,190gj ii
- L

PROFILESCALES
HORIZONTAL 1 "= 20'
VERT.
-
0 I:

NOTE

ROAD & STORM DRAIN ARE PRIVATE

SEWER & WATER ARE PUBLIC
\ : :+ 1 OR /J't<VVLL) L)SRN UT DEPUTY: UI III E NGINEER. - I :-
QD
I
13579'
" RCP:* .0
1 4
_36fp S co 12 [I
—i-..t
• • ____ •
_____________________
BUILT"

STORM DRAIN PROFILE
I
1 ~/P. E 5- 22 —Yt EXP __ I-Of DATE S. ----------- -
11 REV!EED , BY: - --

WATER DATA (PUBLIC)
1 N7019'12"W - - 95.00'
2 • N7019'1 2"W - 116.21' 10" cv GA. STL.

HRIp PA wr'n

SEWER DATA (PUBLIC)
1 N70'19'12"W - 213.93' 8" PVC C_900*
R I T i 353 AI MEr? WAY FWrR rxjr YJflfl

Q STORM DRAIN (PRIVATE)
I
çCW
)—DGASKETED JOINTS

GASKETED JOINTS
1 -
18" RCP 135C
2 _N12'42'16"W
N5833'00"W
_ -_ 46.13'
-
135.79' 18" RCP 135
N58'33'00"W
- --

87.36'
-
18" RCP 1351
/
'? L2/ 12 / 0 MEC REPLACESSHEET20ORIGINALLYSIGNED10/4/2000 - DATE INITIAL
PPVISJON DFSCRIPTflN

DATE INH
'1(IM1) •'r

CENTERLINE WELL MOUMENT
STATION 397+04 EL CAMINO REAL, 1.45 MILES
NORTH OF INTERSECTION W/PALOMAR AIRPORT RD.

COUNTY OF SAN DIEGO

90.20 N.G.V.D.
5-, • /
_
-._ • ____ ____________
I ___ •
DATE
CITY OF' C \RIHI3 \j)
III
20 niI 7 24
IMPROVEMENT PLANS FOR: -

SEWER - WATER - STORM DRAIN

FOXTAIL LOOP TO BOUNDARY
C.T.96-02
-
- t 'HPO .-f • - •
_________________________________ ______ _________-- • .E3 I-7E C289 F xPIR5 DWN BY 1 r r •n U 79pA5'vrj15
. • ATE INITIAL i,çz. • •9
6-
• •
j
I' '71 VI) vA[ CITY APPROVA: P'9Wfl U- C. T. 02 H 361-6B MESVFO1\DAIA\146Y\AUI0CAD\IP\0NSITL\1469IP20 98-501
r =
. . ,. . . . . . . .

L I t 11± J
_
H
h
11 I _
13 1 15 17 U 1
I
flIrI fi -- i Li
ct
i vc EX WATER
uj
-- I> —
c52. .. . ... .
.
__
Of q 24 0 4_J 240
- — Lj
I I (1) -1--
-- t_4
I
- O
_
7~1
___ __ __ __
CL
230
__
• -__
: .:,
__ __
1--- +
-
44 Lj La:

GO
-
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-- __ ___ _____
22 ____
ch
: : .

.
: •.S•. . . N.:: •© : : . 04

1 _I -.-- •jj :O o T L 1_— 4

37.2 LF 8" PVC © 26% /
wi
Ld
W
CL t
+
/ 1
_ _
1L 4 H__ 1

LLI
2O-
t--F - ftH - trH iH
±
±t± - 1+ - + v '+ H
'r -it —H
—_
+1
cj
I
CAUTION!!!

THE SOILS ENGINEER SHALL BE ON SITE DURING TRENCHING
OF FACILITIES PROPOSED ON THIS SHEET. THE SOILS ENGINEER

SHALL PROVIDE SPECIFIC RECOMMENDATIONS ON HOW TO

OBTAIN A COMPETENT BASE FOR THE TRENCH IF UNDOCUMENTED
FILLS ARE EXPOSED.

THE SOILS ENGINEER SHALL ALSO PROVIDE SPECIFIC

RECOMMENDATIONS ON HOW TO MAINTAIN STABILITY OF THE
EXISTING RETAINING WALL PARALLELING THE TRENCH. IN EVENT

STABILITY OF THE WALL CANNOT BE MAINTAINED, DEVELOPER

WILL BE RESPONSIBLE TO REPAIR DAMAGE TO WALL CAUSED BY

CONSTRUCTION

PRIOR TO ANY PIPE BEING LAID IN TRENCH, SOILS ENGINEER

SHALL CERTIFY THAT THE PIPE BEDDING MEETS MINIMUM
BACKFILL REQUIREMENTS OF 90% COMPACTION. IF NOT, THE SOILS

ENGINEER SHALL PROVIDE MEASURES TO ACHIEVE A STABLE
PIPE BEDDING FOR THE EXISTING CONDITIONS.
1 I i•• I -
I - ••-
0 I:

NOTE

CONTRACTOR SHALL MEET WITH PROPERTY OWNERS
TWO WEEKS PRIOR TO BEGINNING CONSTRUCTION.

ISSUES CONCERNING LIVESTOCK, FENCING REMOVAL

AND REPLACEMENT, SCHEDULING OF CONSTRUCTION,

AND SEWER LATERAL LOCATIONS SHALL BE RESOLVED
IN CONSIDERATION OF THE OWNER'S REQUEST.
'T'' fliiJl illlj.ijf
12 13 14 15 16 17 18
Ui N
8 c
SI
I I
CD
\ ,% CD
13 CDI
74 ,
z
5 JJ
m
.5-
N
CONNECT TO 8" VCP
00 / STUBOUT © EX AH

APPROVED COUPLING
RU
I,
/ ><H LLJ
I
.- • GUY WIRE
z N , O
8 I GUY WIRE METAL GUARD RAIL
CD w
-
ui R 1 0 OW.

NI, ()LIJ
cJz < I
- i zrm + 5
(N (3 AIR VAC 50 PALMER ED 5 5
. -f z Lij -

X SEWER
S EX 12" Ac WATR - WAY
S
- 80> 1 E GVS ROW

PORTABLE
BLDG iAC R CONN TO EX 12" ACP ON\ REMOVE 2 BLOWOFF AND ADD EXIST 8 '± HIGH
\ 7
-• 5.59' 12 11 " X 10" FLG REDUCER W\ RET WALL
2 C. i
IN

TO BE PRO TECTED
( -
-
w I I—JU IL A I-'J II-(AN5IIION ULVL
& 1-11.25 PJ BEND W/TB PLACE I

EXIST
00 z
'o CONC 8 _o(_n I ° 'I cy—
SLAB F- rn CJ

N V) Z I
Z ZZU '—
I I I 1ONOTE \
Z W
o4
NI
I

EXISTING COUGAR PUMP STATION ()UJ
-<0
I '-
I

N TO BE TAKEN OUT OF SERVICE

OW ZNWD BY CMWD FORCES
I
- -
-----5
- - - -
-,
----5
--5 LD
I
/ 0
NOTE: NO WORK ON THIS SHEET CAN

BEGIN UNTIL EASEMENT DOCUMENTS

HAVE BEEN ACQUIRED AND RECORDING INFORMATION
FILLED IN.
va
QUANTITIES NOT INCLUDED ON SHT 2
4> SEWER DATA
NO. /.H , REMARKS
1 N7019'12"W - 8.2 " PVC (SDR 35)
2 A =28'51 28" 400.00 201.40 ' PVC (SDR 35,
*
3 N41'27'44"W - 290.00' 8" PVC (SDR 35 1
4 N8805'1 7"W I
- 37.28' 8" PVC (CERTAL)P --
- NOTE: EXACT LOCATION & DEPTH OF ALL EXISTING * CIP ITEM # 359 PALMER WAY SEWER EXT LNION UTILITIES IS UNKNOWN. CONTRACTOR TO FIELD VERIFY S

EXACT LOCATION & DEPTH OF ALL EXISTING UTILITIES
QUANTITIES NOT INCLUDED ON SHT 2 PRIOR TO CONSTRUCTION. - -

S WATER DATA
I NI/

UiU LLNLH LMAkK NOTE: TREES DESIGNATED "TO BE REMOVED" ARE IN

CONFLICT WITH TRENCHING OR FACILITIES AND TREES
1 A=2851'28" 389.00' 190.92:10" PVC* DESIGNATED TO REMAIN DO NOT APPEAR TO CONFLICT 2 N4127'44"W - 295.60 10" PVCt WITH TRENCHING OR THE PROPOSED FACILITIES, BUT MAY 3 N79'43'14"W - 29.32' 10" PVCt BE SUBJECT TO IMPACTS THAT ARE NOT CURRENTLY S 5 4R ELATED
SIBLE. (I.E. POSSIBLE ROOT DAMAGE OR UNFORESEEN
NOTE: ALL STEEL WATER LINE JOINTS TO BE DOUBLE PASS LAP WELDED ACTIVITIES) * USE CERTA-LOCK C-900 10" RESTRAINED JOINT PVC PIPE AND OR APPROVED EQUIVALENT // ?-
.51
S B U I L 1
S LN:R.N: A.. V 1IA.

S STAJION .592+04 EL GAMING REAL, 1.45 MILLS
i-fl.o NORTH OF INTERSECTION W/PALOMAR AIRPORT RD.
\ • - ,. c:OJNTY OF SAN DIEGO -
S 90.20 • RE VJE ¼

(AW
pp DATE
-EET1 CI ' 1Y OF 1 CARLSH1\1)
II 21 - NoNrrRlN( Dl AR1M N
-
24 IMPROVEMENT PLANS FOR:
_____ ____ ____________________________ ____ — -
• SEVER & WATER—BOUNDARY TO COUGAR DR
STATIONS 12+12± TO 17+25±
C.T.96-02 — H -
APPROVED ;'? I'
+
. OYD HURS 01 L289 FxHRLS 2,5iO . 2/12/01 MEC - PLLACES SHEET 21 ORIGINALLY SIGNED 10/4/2000 rw\l' -- I - ROJFCT NO 1[DR4WING NO DATE INITIAL DATE IN I1, SATE INITIAL HKD . S N
I P.lflN nLSCiRTfl.,j •flflflA j
. C. T. 96-02 : 361-68
.5.5..,. .5 .5 .5,.

C NI '
p 98-501
16 78
/
\, 8.O0

2.70 9.00RI. '
MEDIAN NOS[') TO BE

PAINTED YELLOW
0 MEDIAN NOSE TO BE
PAINTED YEH Ow CURB DATA
2 0.
k 1
4 )
¶

69.11 bo \o
------ \
IRA 'ji 151 CRAPIC SCALL
INC. a/BEARING P'

2.00'
S
- 584' 6" TYPE B-i

REMARKS
MEDIAN CURB PER 0-6 1 A=109'55'01
2 A=02'54'20" 55.00' 2.79 6" TYPE B- 1 MLD!AN CURB PER G-6 3 200 278 6 TYPE B-i MEDIAN CURB PER G-6 /\=793512
4 A=0220'24" 192.00' 7.84' 6" TYPE B-1 MEDIAN CURB PER G-6 5 6" TYPE B-iMEDIAN CURB PER G-6 A=109'47'12" 2.00' 3.83' 6 A=1039'28" 6" TYPE B-i MEDIAN CURB PER 0-6 1500' 2.42' 7 A=50'37'04" 2.00' 1.77' 6" TYPE B-i MEDIAN CURB PER 0-6 8 N25.38'09"W - 7.46' 6" TYPE B-i MEDIAN CURB PER G-6
9 A82'O7'29" 2.00' 2.87' 6" TYPE B-iMEDIAN CURB PER 0-6 10 A=03'54'51" 55.00' 3.76' 6"TYPE B-i MEDIAN CURB PER 0-6 ii A=lii'13'32" 2.00' 6" TYPE B-i MEDIAN CURB PER G-6- 3.88' 12 A=41'32'18 13.00' 9.43' 6" TYPE B 1 MEDIAN CURB PER 0-6 13 L= 130'42'00" 2.00' 4.56 6" TYPE B-i MEDIAN CURB PER 0-6 14 A=0140'27" 206.00' 6.02' 6" TYPE B-1 MEDIAN CURB PER 0-6 15 A=9000'00" 1.00' 1.57' 6" TYPE B-i MEDIAN CURB PER 0-6 16 N7i51'29"f - 0.47' 6" TYPE B-1 MEDIAN CURB PER 0-6
17 A=97'52'1 7" 1.00' 6" TYPE B-iMEDIAN CURB PER 0-6 1.71' 18 11.38' 6" TYPE B-i MEDIAN CURB PER 0-6 A=0523'44" 192.00' 19 A=173'0032 - 6" TYPE B-i MEDIAN CURB PER G-6 .50' -- 1.51' 20 A=04 1 6.33" 150.50' 11 .23' - 6" TYPE B-i MEDIAN CURB PER 0-6 1 A=73'Oi'22" 2.00' 2.55' 6" TYPE B-i MEDIAN CURB PER 0-6 22 A=07'39'25"
-.

30.00' 4.01 6" TYPE B-i MEDIAN CURB PER 0-6
23 A=114 1326
-
200 399 6 TYPE B 1 MEDIAN CURB PER 0-6
24 A=0234'04" 214.00' 9.59' 6" TYPE B --1 MEDIAN CURB PER 0-6 25 A=18000'OO" 4.00' 12.57' 6" TYPE B-i MEDIAN CURB PER 0-6 26 A0209'27" 206.00' 7.76' 6" TYPE B-i MEDIAN CURB PER C -S ci
I:

CI?2904
0 I:

OFSSIou".
c
15+4/.16 L. A D C 6 L A N L
+9+q7.O WO VPR!NF TPRR',H
1FE'\(I1 \I \JI\

CENTERLINE WELL MONUMENT
STATION 397+04 EL CAM/NO REAL, 1.45 MILES
NORTH OF INTERSECTION W/ PALOMAR AIRPORT RD.

COUNTY OF SAN DIEGO

90.20 ... NC. UD. 29
..
______ INSPECTOR
- RE'. p T , DATE
REVIEWED Y:
/
/
--
DATE
S//El

HC ITY OF CARLSBAD
22 L ENGINEERING DEPARTMENT
IMPROVEMENT PLANS FOR:

THE TERRACES AT SUNNY CREEK
C. T. 96 02
ENTRANCE MEDIAN DETAILS BADGER_LANE( _PRIVATE)

APPROVED

CITY ENGINEER PE EXPIRES DATE
- DATE INITIAL DWN BY: _____ -
BY: PROJECT NO.
____
96-02-
__
366B [NUNE[ROI WORKRVtSION DLCPIPT}ON
DATE INITIAL DRAWING NO.

F c)

CHKD DATE INITIAL

C APPROV L OTHER APPROVAL
CMWD

RETAININ

SEE SHEE'
18" RCP
DRAIN,
18" RCP
DRAIN

BACK OF SIDE

AND RIGHT-OF

PRESSURE REDUCING STATION PLAN
AJ
+
,AJ
+
cc cc
0 (N (N
C) <
H H (3J0) (I) SCALE: 1/2" = 1'-O"

MATERIALS LIST MATERIALS LIST CON'T
NO. QTY. NO. QTY.
1 1 EA. 8" PRESSURE REDUCING AND PRESSURE SUSTAINING 17 -- 1/2" COPPER TUBING TYPE K (HARD) WITH PROTECTIVE VALVE, CLA VAL MODEL 92-G-01 BCKC, DI. BODY, S. S. WRAPPING TRIM, CLASS 150 FLANGES, EPDXY COATED INTERIOR AND
EXTERIOR, WITH X-117C VALVE POSITION TRANSMITTER, 18 3 EA. 4" FLANGE X VICTAULIC STEEL SPOOL, 10 GA., MORTAR CRD 30-300 SPRING RANGE, CRL 20-200 RANGE. LINED, CLASS D FLANGES, WITH VICTAULIC COUPLING 2 EA
iID
2 E
2 1 EA
STYLE NO. 77.
4" PRESSURE RELIEF DISCHARGE LINE, FABRICATED, 10
GA. STEEL MORTAR LINED AND PORTION MORTAR COATED,
TO DISCHARGE BASIN.
4"X 6" FLANGED REDUCER, CLASS D FLANGES, 10 GA.

STEEL WITH MORTAR LINING.
6" STEEL SPOOL, 10 CA. , MORTAR LINED, CLASS D
FLANGE.
0 70
3"X 3/8" STEEL ANCHOR PLATE WELDED TO OUTSIDE OF
PIPE.
1 EA
2 EA

SLIP ON/WELD ON FLANGE, CLASS D, SIZE PER
DRAWING.
4" GATE VALVE, CLASS 150 FLANGES, WITH HAND WHEEL
4 E
1 EA
1 EA
BILCO LADDER-UP SAFETY POST.

FANTECH MODEL FR150 PLASTIC CENTRIFUGAL IN-LINE
DUCT FAN, CRAINCER PART NO. 5C517. CONTRACTOR TO
PROVIDE MOUNTING BRACKETS AND SUPPORTS AS NEEDED.
2" BLOW-OFF.

SALDA NO. 460-2. 100 W LAMP HOLDER, WALL MOUNTED.
1 EA
BLOWER TIMER.
1 [A
SWITCH.

DUPLEX OUTLETS.

EI)
1 EA
8 EA
2" AUTOMATIC AIR AND VACUUM VALVE.

SUMP PUMP "LITTLE GIANT" 1/4 HP AUTOMATIC, MODEL
6-CIA.
10" FLANGE BY MECHANICAL JOINT ADAPTORS.
1 EA 6" PVC VENT PIPE AND 90 DEGREE BEND.
6" PVC X STEEL ADAPTORS.
8 " X 10" FLANGED REDUCER, CLASS D FLANGES, 10 GA
STEEL WITH MORTAR LINING.
a
--
10" GATE VALVES, CLASS 150 FLANGES, WITH HAND WHEEL.
2 EA.
6" FLANGED GATE VALVES, CLASS 150 FLANGES,
WITH HAND WHEEL.
1 EA.
4" PRESSURE RELIEF VALVE, CLA VAL MODEL 50-A-01
BSKC, DI. BODY, S. S. TRIM, CLASS 150 FLANGES,
EPDXY COATED INTERIOR AND EXTERIOR, CRL 20-200 PSI
RANGE. IIIi 4 EA.
10" STEEL FLANGED SPOOL. CLASS D FLANGES, 10
GA. STEEL WITH MORTAR LINING. 23 4 EA.
8" FLANGE X VICTAULIC STEEL SPOOL, 10 GA. , MORTAR
LINED, CLASS 150 FLANGES, WITH VICTAULIC COUPLING 24 1 EA.

STYLE NO. 77.

PRESSURE GAUGE - ASHCROFT - 3 1/2" - 1009A 1/4 1 EA.

PER GAUGE DETAIL.
6" X 6" X 4" FABRICATED 10 GA. STEEL TEE MORTAR
LINED WITH CLASS D FLANGES. 26 1 EA.
10"X 10" X 6" FABRICATED 10 GA, STEEL
COMBINATION .TEE, BEND, AND SPOOLS, WITH THRUST
COLLARS PER DRAWING, WELDED JOINTS, CEMENT MORTAR 27 1 EA.

LINED AND COATED. COATING SHALL EXTEND INTO THE
VAULT UP TO THE WELD-ON FLANGES.
28 2EA.

GALVANIZED STEEL LADDER (ALHAMBRA MODEL NO. A-
3400). 29 lEA.

PRECAST CONCRETE VAULT WITH INTEGRAL SUMP. SLOPE
VAULT FLOOR 2 PERCENT TOWARD SUMP. DESIGN FOR
PARKWAY LOADING INCLUDING REINFORCED CONCRETE 30 1 EA.

THRUST COLLAR WALLS (PER DRAWING). MASTIC JOINT
SEALANT FOR PRECAST JOINTS SHALL BE IGAS BY SIKA 31 2 EA CHEMICAL CORP. OR EQUAL. 36" X 36" CHANNEL FRAME DOUBLE LEAF ALUMINUM HATCH 32 1 EA FOR PARKWAY LOADING, BILCO J-4AL OR EQUAL. RUN HATCH DRAIN TUBE TO SUMP.

ADJUSTABLE GALVANIZED PIPE SUPPORT, FEE AND MASON, 1 EA.

FIGURE 291, (SIZE AS REQUIRED). INSTALL FOUR PIPE
SUPPORTS FOR EACH PIPE RUN. DRILL 1/4" WEEP HOLES 34 2 EA IN PIPE SUPPORTS TO DRAIN WATER MOISTURE.
4" CLA VAL PRESSURE REDUCING AND PRESSURE 2 EA.

SUSTAINING VALVE MODEL 92-G-01 BCKC, D. I. BODY,
S. S. TRIM, CLASS 150 FLANGES, EPDXY COATED
INTERIOR AND EXTERIOR, WITH X117C VALVE POSITION 36 2 EA.

TRANSMITTER, CRD 30-300 SPRING RANGE, CRL 20-200
RANGE.
37 1 1/2" ABS HATCH DRAIN, ROUTE TO SUMP AND SUPPORT
2EA.

WITH WALL MOUNTED BRACKETS.
2 EA.
6"10 GA. STEEL VENT PIPE, PRIME AND PAINT ABOVE
GROUND.
6" STEEL INTAKE AIR CAP AND PIPE, ALHAMBRA
FOUNDRY, MODEL NO. A-2163, GALVANIZED CAP, PRIME
AND PAINT.

TThD (' UATC'U Tn MAT('LJ
36" DIAMETER PRE-CAST CONCRETE RINGS.
r?Z94
PROVIDE AND INSTALL 3/4" CR
DEPTH OF 4 INCHES, 4 FEET A

PRESSURE REDUCING STATION I
TO SIDEWALK OR ACCESS ROAD.

WITHIN THIS AREA.
1 EA
EI 1 EA ID GENERAL NOTES

OH ALL WORK SHALL CONFORM TO THE PLANS AND SPECIFICATIONS OF THE CARLSBAD

MUNICIPAL WATER DISTRICT
ALL MATERIALS SHALL BE AS SHOWN OR DISTRICT APPROVED EQUALS.

PIPING DIMENSIONS ARE NOMINAL. ALLOWANCES FOR END CAPS AND GASKETS SHALL BE

MADE AS NECESSARY BY FABRICATOR, CONTRACTOR/FABRICATOR, SHALL SUBMIT SHOP DRAWINGS FOR APPROVAL OF ALL PIPING AND VAULTS PRIOR TO FABRICATION.

ALL WORK SHALL BE EXECUTED IN CONFORMANCE WITH APPROVED SHOP DRAWINGS.

VAULT FLOOR SLAB, WALLS, TOP SECTION, MANHOLE FRAME AND COVER SHALL BE

DESIGNED IN CONFORMANCE WITH AASHTO STANDARDS FOR PARKWAY LOADING INCLUDING EFFECT OF RETAINING WALL SURCHARGE. VAULT SHALL BE OF A PRECAST TYPE DESIGN

WITH ALL SHOP DRAWINGS AND DETAILED VAULT DESIGN BEING PROVIDED TO THE DISTRICT, BY THE CONTRACTOR, FOR APPROVAL.

MASTIC JOINT SEALANT FOR ALL JOINTS IN PRECAST CONCRETE SHALL BE ICAS BY SIKA CHEMICAL CORP. OR EQUAL.

ALL INTERIOR PIPING, VALVES AND FITTINGS SHALL BE SCALED, DECREASED AND PAINTED PER DISTRICT STANDARDS.

ALL STEEL PIPE SHALL BE MORTAR LINED AND COATED PER DISTRICT STANDARDS UNLESS OTHERWISE NOTED.

REINFORCING STEEL SHALL BE ON VAULT SIDE OF THRUST COLLARS.

ALL ACCESSORY PIPING, TUBING, CONDUIT AND OTHER COMPONENTS SHALL BE PROVIDED WITH SUITABLE MOUNTING CLIPS OR BRACKETS WITH ANCHOR BOLTS OF A SUITABLE TYPE.

CLOSE ALL PIPE CHASES IN VAULT WALLS WITH GROUT. ALL WALL SURFACES SHALL BE FINISHED SMOOTH AND EVEN.
36" DIAMETER GALVANIZED STEEL GRATE, ALHAMBRA
FOUNDRY, MODEL NO. A-1558-36.

O.C.Ei
7 '-0"
EEL. -
183.65
(TYP. BO1

S IDES)
13 '
6 0
E
1/2" BR)
CHECK Vi
CS3\\FS\DWG\647004\SCPRSM1 .DWC 03-21-00 16:47:13 CMWD 98-501 2 TIMES DIAMETER

OF DISCHARGE PIPE
TO OF GRATE= 189.9 —.

I
12"

ELECTRIC SERVICE
SINGLE PHASE 120/240 VAC
MYERS ME-UC 125
J
SERVICE PEDESTAL TELCO JUNCTION BOX— WITH 100 AMP MAIN (8"x8"x6") ATTACH TO \ (CIRCUIT SCHEDULE SIDE OF PEDESTAL \ AS SHOWN) ASHCROFT 3 1/2" - 1009 A 1/4"

PRESSURE GAUGE
0-200 PSI DOWNSTREAM
0-300 P.S.I. UPSTREAM
0 11
II'
6"
6" 3"
2" CONDUIT TO-- - II L TELCO SOURCE
we
3,-0' ,
= PUMP
2" ELECTRIC CONDUIT

TO WATER VAULT
1/4" GAUGE COCK
1" X 1"/4" BRASS

BUSHING
1" CL 3000 STEEL

COUPLING
1" MIP X FIP

BALL CORP
(FORD FB 1700;
JONES J-1931)
13' 2" PVC ELECTRIC'
--- 2" TELCO CONDUIT

CONDUIT WITH PULL
ROPE TO SDG&E TRANS.

TO WATER VAULT PIPING PER PLAN FROM PRESSURE

RELIEF VALVE
v 'd v v
INVERT EL. 184.0 ',
•1.
-

IN DISCHARGE BASIN
- 9"
NOTE: TYPICAL FOR EXHAUST VENT ALSO

SERVICE PEDESTAL DETAIL
NTS

GAUGE DETAIL

SUMP PUMP
8 - NTS

AIR VENT PIPING SECTION

SECTION
SCALE: 1/2" = 1'- O"
CIRCUIT SCHEDULE:

CIRCUIT 1 20 AMP LIGHTS AND OUTLETS
CIRCUIT 2 20 AMP TIME CLOCK AND FAN
CIRCUIT 3 20 AMP SUMP PUMP
CIRCUIT 4 20 AMP TELEMETRY EQUIPMENT

DISCHARGE BASIN DETAIL
SCALE: 1/2" = 1'-O" SCALE: 1/2" = 1'-O"

ELECTRICAL AND CONTROL EQUIPMENT NOTES
THE VAULT IS CLASSIFIED AS A WET, OUTDOOR LOCATION.

INSTALLATION AND MATERIALS SHALL MEET NECA AND NEC STANDARDS AND CODES.

CONTRACTOR SHALL SUBMIT CONTROL EQUIPMENT SCHEMATIC AND

WIRING DIAGRAM FOR REVIEW BY CARLSBAD MUNICIPAL WATER

DISTRICT BEFORE PURCHASE AND INSTALLATION OF ELECTRICAL AND TELEMETRY EQUIPMENT.

PROVIDE THE FOLLOWING TELEMETRY EQUIPMENT INSTALLED AND TESTED.

BEFORE ORDERING TELEMETRY EQUIPMENT, CONTRACTOR SHALL VERIFY

EQUIPMENT MODEL AND SERIAL NUMBERS WITH CMWD OPERATIONS DEPARTMENT (TEL 760-438-2722).

PRESSURE REDUCING STATION DATA TABLE

UPSTREAM DOWNSTREAM MINIMUM CONTINUOUS MAXIMUM CONTINUOUS

VALVE SIZE FLOW RATE, (PER FLOW RATE, (PER
HGL PRESSURE HGL PRESSURE MANUFACTURER') GPM MANUFACTURER") GPM 8"
MODEL 92-01 490 133 325 61 200 3,100
4 1
MODEL 92-01 490 133 325 61 50 800
4" RELIEF
MODEL 50-01 330 64 - - - 800
r\ f\I
BLACK BOX CORP.

P.O. BOX 12800
PITTSBURGH, PA 15241
PHONE (724) 746-5500
FAX (800) 312-0746
1 - MODEM 3400 STANDALONE, ITEM #MD880A
1 — MODEM 3400 RACKMOUNT, ITEM * MD880C
REQUIRED SCADA I\O EQUIPMENT:

CONSULT WITH CMWD OPERATIONS DEPARTMENT
(TEL 760-438-2722) FOR CURRENTLY
APPROVED HARDWARE.

RPS INDUSTRIES
13235 ROSECRANS AVE
SANTA FE SPRINGS, CA 90670
PHONE (526)921-7200
2 - PRESSURE TRANSMITTERS
MODEL PMC 133-1N1F2B604S
0 I
* MAXIMUM SURGE = 1,800 GPM

CLA VAL SPECIAL ACCESSORIES
2 - X1117C VALVE POSITION TRANSMITTERS (SUPPLIED BY CLA VAL WITH PR VALVES) OR CONTACT ROCKWELL ELECTRIC, JIM HUDSON (760) 489-6767, FOR APPROVED EQUAL (TO BE INSTALLED ON PRy'S)
HOFFMAN ENCLOSURE WITH PANEL (30"H X 24"W X 12"D)
1 - D-L3OH2412LPB ENCLOSURE
1 - A-30P24 PANEL
(OR EQUAL)

CONTRACTOR SHALL PROVIDE APPLICATION FOR SERVICE AND PAY ALL

FEES AND COSTS FOR INSTALLATION OF ELECTRIC PEDESTAL AND DEDICATED LEASED COMMUNICATION LINE.

PROVIDE 30"H X 12"W PANEL WITHIN TELEMETRY SECTION OF THE POWER/TEL.

PEDESTAL FOR MOUNTING OF TELEMETRY EQUIPMENT. APPROVED BY:

CARLSBAD MUNICIPAL WATER DISTRICT
4-12-pc

DEPUTY CITY ENGINEER DATE
"AS BUILT"
j 3
DATE
RCE _4/01'5 -__ EXP. 3'3f/Q7
REVIEWED Y:

INSPECTOR DATE
SHE]

CITY OF CARLSBAD ISHEETS
24 ENGINEERING DEPARTMENT 24
PLANS FOR THE IMPROVEMENT OF:
490/325 ZONE

PRESSURE REDUCING STATION

THE TERRACES AT SUNNY CREEK
No. 411
* x. /31/03 *
'- O c-1.'f
APPROVED:

LLOYD Br 'R CE 889 EXP. 12/31/O1 DAfE
DEXTER WILSON ENGINEERING, INC.

CONSULTING ENGINEERS
703 PALOMAR AIRPORT ROAD, SUITE 300
CARLSBAD, CA 92009 (760) 438-4422
3 -ii- o

ANDREW OVEN DATE
CS3\\FS\DWG\647004\SCPRSM2DwG 0322-00 08:13:25
DWN BY: RLK I E PROJECT NO. DRAWING NO

DATE INITIAL

I I I I I
AO
OTHER APPROVAL CI APPROVAL RVWD BY: C.T. 96-02

GINEER OF WORK, REVISION DESCRIPTION
DATE I INITIAL DATE INITIAL CHKD BY: ______
3(01-68
CMWD 98-501

! 'f
~,.;:·~
., .... ~ ,,,,. - · ,~...r-111,1,
'·' __.f,:Yi.i~r . .-~~

CA/i'LSBAD SANITAFIY DISTRICT.

F"/Lf.O.fEB.13, 1930.

I
ENGINEER'S OFFICE.

Appendix E

Encina Wastewater Authority
Special Use Discharge Permit Template

ENCINA WASTEWATER AUTHORITY . .

A Public Agency

SERVING THE CITY OF VISTA, CITY OF CARLSBAD, BUENA SANITATION DISTRICT, VALLECITOS WATER DISTRICT,

LEUCADIA WASTEWATER DISTRICT AND CITY OF ENCINITAS
6200 Avenida Encinas
Carlsbad, CA 92011-1095
Telephone (760) 438-3941
FAX (760) 438-3861 (Plant)
(760) 431-7493 (Admin)

Thank you for contacting Encina Wastewater Authority to obtain information about the permitting process.

This letter will help to facilitate the permit process on behalf of Encina Wastewater Authority . Once the documentation has been received, reviewed, and approved by EWA, a site inspection will be scheduled.

Please note, prior to EWA’s issuance of the permit, the system mu st be demonstrated in the field and functional as per the specifications provided to EWA in the permit application. The standard turn-around time to issue a permit is approximately 4-6 weeks.

1. Provide a completed discharge permit application including all the supporting documentation listed below.

2. Liability Insurance.
a. "Encina Wastewater Authority and Membership Agencies" named as Additionally Insured in the Certificate of Liability Insurance.
b. Min $5,000,000 general liability AND $5,000,000 for all environme ntal impairment damages resulting from discharge; valid for the entire duration of the Permit.

3. Provide a sewer map that identifies all test pits, excavation pit locations, and names of each discharge point (Manhole) on the map.

4. Provide representative analytical sample results.

5. Provide a signed Indemnity Agreement from the participating agency Valid Entire Duration of the Permit.

6. Provide written plan approval from the participating agency for the proposed discharge flow rate, flow volume, discharge points, including any special condition requirements (wet weather discharge, Storm Water BMPs, manhole protection, etc.).

7. Provide a printout of Geotracker results with 1000’ search radius (map).

8. Provide details regarding the pretreatment system including the proposed maximum discharge flow rate and max hours pumped per day, the size of the hoses used, (model number of the pump and the max pumping rate, calculations for the retention time in the sedimentation tank, (baffles or no baffles in the tank), the model number and optimum flow ranges for the flow meter, documentation defining the length of straight pipe required before and after the meter for accurate measurements, flow restrictor information (if needed) and sample point details (Spigot).

9. Provide a Ground Water Discharge Sketch to include the details of excavation pump, high level shut off, sediment tank (baffles or not), discharge pump, high/low level shut off, treatment train, inverted U, straight pipe, flow meter, straight pipe, governor, sample point, etc.

Please contact me directly with questions or concerns.

Thank you,

Robert Grigg
Encina Wastewater Authority
Environmental Compliance
Source Control Manager
[email protected]

Office: 760-438-3941 ext: 3603
1 INDEMNITY AGREEMENT

THIS AGREEMENT is made on , by and between the MEMBER AGENCY DISTRICT OR CITY AND THE ENCINA WASTEWATER AUTHORITY (hereinafter "Licensors"), and _________________________________(hereinafter "Licensee"); Licensors and Licensee shall sometimes hereinafter be referred to as the "Parties".

R E C I T A L S

A. Licensors are the owner/operator of the sewer treatment plant located at 6200 Avenida Encinas in Carlsbad, California (the "Property") and the associated collection system;

B. Licensee now desires to discharge to the sanitary sewer syste m as described in the Special Use Discharge Application attached hereto and made a part hereof.

NOW THEREFORE, in consideration of the granting of the foregoing, the mutual premises, covenants, conditions and agreements hereinafter set forth, and other go od and valuable consideration, the receipt and adequacy of which are acknowledged, the Parties agree as follows:

1. Grant of License - Licensors hereby grant to Licensee, and its employees, representatives and contractors a non -exclusive license (h ereinafter the "License") to discharge to the sanitary sewer system as described in Recitals Paragraph B above. This License shall commence on ______________, and shall end on , unless the parties agree in writing to extend the term of the License. Prior to the expiration of the License, Licensee shall, at its sole cost and expense, (a) permanently close the connection to the sanitary sewer system and (b) remove all debris resulting from operations.

2. Compliance with Laws - Licensee shall conduct all operations, which are the subject of this License in compliance with all federal, state, and municipal statutes and ordinances, and with all regulations, orders, and directives of appropriate governmental agencies, as such statutes, ordinances, regulations, orders and directives now exist or provide.

3. Permits - Licensee, at no cost or expense to Licensors, shall be responsible for obtaining any and all governmental permits and approvals, which may be necessary for it to conduct any work or activities under this License Agreement.

4. Liens and Claims - Licensee will not permit any mechanics', vendor’s, or similar liens or claims to stand against the Licensors for labor or material furnished in connection with any work performed by Licensee under this License Agreement. Upon reasonable and timely notice o f any such lien or claim delivered to Licensee, Licensee may bond and contest the validity and the amount of such lien, but Licensee will immediately pay any judgment rendered, will pay all proper costs and charges, and will have the lien or claim released at its sole expense.

5. Cooperation - Licensee agrees to coordinate its activities with Licensors to minimize any impairment of access by customers or business invitees of Licensors to the Property.

6. Indemnification - Licensee agrees that it wil l indemnify and hold Licensors, their officers, directors, agents and employees, harmless from and against any claims, demands, liens,

2 actions, suits, ju dgments, losses, damages, attorney's fees, costs or expenses, and civil criminal or administrative penalties based upon or arising out of or claimed to have arisen out of alleged acts, errors or omissions of Licensee or its authorized contractors, employee s and agents in conducting the activities under this License Agreement, including the activities authorized under the Wastewater Discharge Permit issued by the Encina Wastewater Authority (EWA). This indemnification is expressly conditioned on the following:

(a) In the event Licensors identify any matter to which this indemnification may apply or receive a notice or claim from any third party of such matter, it shall immediately, and in every case within ninety (90) days of said notice or claim, notify Lic ensee in writing of such matter.

(b) Licensors shall cooperate with Licensee by allowing Licensee, its agents, representatives, contractors and consultants, prompt and ready access to the sanitary sewer system for the purpose of investigating any matter to which this indemnity may apply. Licensors shall provide Licensee with copies of all investigative reports, data or other information in any form which Licensors, its consultants, agents or attorneys may have pertaining to any such matter, on request of Licensee.

(c) Notwithstanding anything in this agreement to the contrary, in no event shall Licensee be liable for any special, indirect or consequential damages, including but not limited to claims for loss of use, rents, anticipated profit or business opportunity, or business interruption or mental or emotional distress or fear of injury or disease.

(d) This indemnification shall survive termination of this Agreement and expiration of the Permit and shall be effective until the expiration of any applicable statutes of limitations.

7. Compliance with Wastewater Discharge Permit - Licensee agrees to comply with the EWA Pretreatment Ordinance and the terms of the Wastewater Discharge Permit issued by the EWA. Licensee shall not add to the sanitary sewer any material not authorized under the Permit.

In the event Licensee adds any material to the sewer that causes a violation of EWA's NPDES Permits, as defined in the EWA Pretreatment Ordinance, Licensee shall indemnify Licensors in accordance with paragraph 6 above.

8. Severability - In case any one or more of the provisions contained in this Agreement shall be invalid, illegal or unenforceable in any respect, the validity, legality, and enforceability of the remaining provisions contained herein shall not in any way be affected or impaired thereby.

9. Notices - Any notice provided for herein or otherwise required to be given hereunder shall be deemed received when personally served or three (3) days after mailing by certified or registered United States mail, return receipt requested, postage prepaid, or by facsimile machine, with transmission and receipt confirmed, or by nationally recognized overnight delivery service, addressed as follows:

To Licensors: Encina Wastewater Authority District or City 6200 Avenida Encinas Address
Carlsbad, California 92011
3 To Licensee:

With Copies to:

The person and place to which notices are to be mailed may be changed by either party by providing written notice of same to the other.

10. Assignment Successors and Assigns - This Agreement may be assigned by either party and in and in such event shall b e binding upon and inure to the benefit of the Parties' respective representatives, successors and assigns.

11. Entire Agreement - This License Agreement represents the full, complete and entire agreement between the parties with respect to the subject ma tter hereof, and the rights and remedies of the Parties shall be solely and exclusively those herein contained, and in lieu of any remedies otherwise available at law or in equity.

12. Governing Law - This Agreement shall be construed and interpreted and governed by and in accordance with the local law of the State of California without reference to any choice of law, rules or policies which may refer the resolution of any dispute arising hereunder to the laws of any other jurisdiction.

13. Counterparts - This Agreement may be executed in one or more counterparts, each of which shall be deemed an original, and all of which, taken together, shall constitute one and the same Agreement.

IN WITNESS WHEREOF, the Parties have executed this License Agreement by their duly authorized representative on the date first above written.

LICENSORS: LICENSEE:

DISTRICT OR CITY &

ENCINA WASTEWATER AUTHORITY

By: By:

Name: Name:

Title: Title:

Date: Date: _

-12-

Table 1

LOCAL DISCHARGE LIMITS
Daily Maximum Limits
Constituent Limits for Users in
MWRF Service Area
Limits for Users in
EWPCF Service Area
Arsenic, Total 1.5 mg/L 1.5 mg/L
Boron, Total 7.4 mg/L -
Cadmium, Total 0.77 mg/L 0.77 mg/L
Chromium, Total 3.5 mg/L 3.5 mg/L
Copper, Total 11 mg/L 11 mg/L
Iron, Total 67 mg/L -
Lead, Total 5.1 mg/L 5.1 mg/L
Manganese, Total 1.7 mg/ L -
Mercury, Total 0.27 mg/L 0.27 mg/L
Molybdenum, Total 4.1 mg/L 4.1 mg/L
Nickel, Total 15 mg/L 15 mg/L
Selenium, Total 2.5 mg/L 2.5 mg/L
Silver, Total 4.2 mg/L 4.2 mg/L
Zinc, Total 29 mg/L 29 mg/L
Oil and Grease 400 mg/L 400 mg/L
Total Toxic Organics (TTO) 2.00 mg/L 2.00 mg/L
Biochemical Oxygen Demand (BOD) 250 mg/L* 500 lbs/day
Total Suspended Solids (TSS) 250 mg/L 500 lbs/day
Instantaneous Limits
Constituent Limit Limit
pH 5.5 – 12.0 units 5.5 – 12.0 units
Temperature 140° Fahrenheit 140° Fahrenheit
*Permittees in the MWRF Service Area as of February 22, 2012 are grandfathered in at their existing pollutant loading for BOD.

2.13 BEST MANAGEMENT PRACTICES
EWA may develop BMPs by ordinance or in individual Wastewater Discharge Permits to implement Local Limits and the requirements of Section 2.1.

EPA APPROVED SAMPLING AND ANALYTICAL METHODS
Parameter Analytical Method1 Container2 Preservation Method3 Maximum Holding
Time4
BOD or CBOD SM5210B* P, G, FP COOL, 0‐6°C 48 HOURS
COD
HACH 8000*; EPA 410.3 &
410.4 REV 2.0; SM5220C &
5220D P, G, FP COOL, 0‐6°C, H2SO4 TO pH <2 28 DAYS
CN,
AMENABLE SM4500 ‐CN (G) P, G, FP
COOL, 0‐6°C, NaOH TO pH >
12, 0.6g ASCORBIC ACIDŦ 14 DAYS
CN, TOTAL
EPA 335.4 REV 1.0; SM4500‐
CN (F) & 4500‐CN(G) & 4500‐
CN (E) P, G, FP
COOL, 0‐6°C, NaOH TO pH >
12, 0.6g ASCORBIC ACIDŦ 14 DAYS
METALS: Cd,
Cr, Cu, Pb, Ni,
Ag
SM3111B or C, 3113B,
3120B; EPA 200.9 Rev 2.2,
200.7 Rev 4.4*, 200.8 Rev

5.4 P, G, FP
HNO3 TO pH < 2 OR HNO3 TO
pH < 2 AT LEAST 24 HOURS
PRIOR TO ANALYSIS 6 MONTHS
METALS: Sb
SM3111B, 3113B, 3120B;
EPA 200.9 Rev 2.2, 200.7 Rev

4.4*, 200.8 Rev 5.4 P, G, FP
HNO3 TO pH < 2 OR HNO3 TO
pH < 2 AT LEAST 24 HOURS
PRIOR TO ANALYSIS 6 MONTHS
SM3114B, 3113B, 3120B;
EPA 200.9 Rev 2.2, 200.7 Rev HNO3 TO pH < 2 OR HNO3 TO METALS: As

4.4*, 200.8 Rev 5.4; SM3500‐
As (C or B) P, G, FP
3 p 3
pH < 2 AT LEAST 24 HOURS
PRIOR TO ANALYSIS 6 MONTHS
METALS: Be
SM3111D, 3113B, 3120B;
EPA 200.9 Rev 2.2, 200.7 Rev

4.4*, 200.8 Rev 5.4; SM3500‐
Be (D) P, G, FP
HNO3 TO pH < 2 OR HNO3 TO
pH < 2 AT LEAST 24 HOURS
PRIOR TO ANALYSIS 6 MONTHS
METALS: B
SM4500‐B (B), 3120B; EPA
200.7 Rev 4.4* P, FP
HNO3 TO pH < 2 OR HNO3 TO
pH < 2 AT LEAST 24 HOURS
PRIOR TO ANALYSIS 6 MONTHS
METALS: Cd
(optional) SM3500 Cd (D) P, G, FP
HNO3 TO pH < 2 OR HNO3 TO
pH < 2 AT LEAST 24 HOURS
PRIOR TO ANALYSIS 6 MONTHS
METALS: Cr
(optional) SM3500 Cr (B or D) P, G, FP
HNO3 TO pH < 2 OR HNO3 TO
pH < 2 AT LEAST 24 HOURS
PRIOR TO ANALYSIS 6 MONTHS
METALS: Cu
(optional) SM3500 Cu (B, C, D, or E) P, G, FP
HNO3 TO pH < 2 OR HNO3 TO
pH < 2 AT LEAST 24 HOURS
PRIOR TO ANALYSIS 6 MONTHS
L:\SOURCE\Industry Handouts\EPA Approved Sampling and Analytical Methods_010312.xlsx EPA APPROVED SAMPLING AND ANALYTICAL METHODS
Parameter Analytical Method1 Container2 Preservation Method3 Maximum Holding
Time4
METALS: Fe
SM3111B or C, 3113B,
3120B; EPA 200.9 Rev 2.2,
200.7 Rev 4.4*; SM3500‐Fe
(B or D) P, G, FP
HNO3 TO pH < 2 OR HNO3 TO
pH < 2 AT LEAST 24 HOURS
PRIOR TO ANALYSIS 6 MONTHS
METALS: Pb
(optional) SM3500 Pb (B or D) P, G, FP
HNO3 TO pH < 2 OR HNO3 TO
pH < 2 AT LEAST 24 HOURS
PRIOR TO ANALYSIS 6 MONTHS
METALS: Hg
SM3112B, EPA 245.1 Rev

3.0*, 245.2, 245.7 Rev 2.0,
1631E P, G, FP
HNO3 TO pH < 2 OR HNO3 TO
pH < 2 AT LEAST 24 HOURS
PRIOR TO ANALYSIS 28 DAYS
METALS: Mn
SM3111B, 3113B, 3120B;
EPA 200.9 Rev 2.2, 200.7 Rev

4.4*, 200.8 Rev 5.4; SM3500‐
Mn (B or D) P, G, FP
HNO3 TO pH < 2 OR HNO3 TO
pH < 2 AT LEAST 24 HOURS
PRIOR TO ANALYSIS 6 MONTHS
METALS: Mo
SM3111D, 3113B, 3120B;
EPA 200.7 Rev 4.4*, 200.8
Rev 54 P G FP
HNO3 TO pH < 2 OR HNO3 TO
pH < 2 AT LEAST 24 HOURS
PRIOR TO ANALYSIS 6 MONTHSMETALS: Mo Rev 5.4 P, G, FP PRIOR TO ANALYSIS 6 MONTHS METALS: Ni
(optional) SM3500 Ni (D) P, G, FP
HNO3 TO pH < 2 OR HNO3 TO
pH < 2 AT LEAST 24 HOURS
PRIOR TO ANALYSIS 6 MONTHS
METALS: Se
SM3113B, 3120B, 3114B;
EPA 200.9 Rev 2.2, 200.7 Rev

4.4*, 200.8 Rev 5.4 P, G, FP
HNO3 TO pH < 2 OR HNO3 TO
pH < 2 AT LEAST 24 HOURS
PRIOR TO ANALYSIS 6 MONTHS
METALS: Tl
SM3111B, 3120B; EPA 279.2,
200.9 Rev 2.2, 200.7 Rev

4.4*, 200.8 Rev 5.4 P, G, FP
HNO3 TO pH < 2 OR HNO3 TO
pH < 2 AT LEAST 24 HOURS
PRIOR TO ANALYSIS 6 MONTHS
METALS: Zn
SM3111B or C, 3120B; EPA
289.2, 200.7 Rev 4.4*, 200.8
Rev 5.4; SM3500 Zn (B, E, or
F) P, G, FP
HNO3 TO pH < 2 OR HNO3 TO
pH < 2 AT LEAST 24 HOURS
PRIOR TO ANALYSIS 6 MONTHS
OIL & GREASE SM5520B; EPA 1664A G
COOL, 0‐6°C, HCl OR H2SO4 TO
pH < 22 8 DAYS
pH SM4500‐H+B*; EPA 150.2 P, G, FP NONE
ANALYZE WITHIN 15
MIN
TDS SM2540C* P, G, FP COOL, 0‐6°C7 DAYS
TSS SM2540D* P, G, FP COOL, 0‐6°C7 DAYS
TTO
EPA 624 & 625; EPA 1624
&1625 G
COOL, 0‐6°C, 624/1624 = HCl
TO pH < 2
624/1624 = 14 DAYS;
625/1625 = 7 DAYS
L:\SOURCE\Industry Handouts\EPA Approved Sampling and Analytical Methods_010312.xlsx EPA APPROVED SAMPLING AND ANALYTICAL METHODS
Parameter Analytical Method1 Container2 Preservation Method3 Maximum Holding
Time4
PHARM.

ORGANICS:

ACETONE
EPA 524.2; ASTM D3695,
D4763 G
COOL, 0‐6°C, 1666/524.2 =
HCl TO pH < 2
524.2 = 14 DAYS;
D3695 = 28 DAYS
PHARM.

ORGANICS:

METHYLENE
CHLORIDE EPA 502.2, 524.2 G
COOL, 0‐6°C, 1666/524.2 =
HCl TO pH < 2
502.2/524.2 = 14
DAYS
PHARM.

ORGANICS:

ETHYL
ACETATE EPA 1666; ASTM D3695 G
COOL, 0‐6°C, 1666/524. 2 =
HCl TO pH < 2
1666 = 14 DAYS;
D3695 = 28 DAYS
PHARM.

ORGANICS: N‐
AMYL
ACETATE EPA 1666; ASTM D3695 G
COOL, 0‐6°C, 1666/524.2 =
HCl TO pH < 2
1666 = 14 DAYS;
D3695 = 28 DAYS
PHARM.

ORGANICS:

ISOPROPYL
ACETATE EPA 1666; ASTM D3695 G
COOL, 0‐6°C, 1666/524. 2 =
HCl TO pH < 2
1666 = 14 DAYS;
D3695 = 28 DAYS
1 Refer to 40 CFR Part 136 for complete list of approved test procedures Refer to 40 CFR Part 136 for complete list of approved test procedures. 2 "P" is Polyethylene; "G" is Glass; "FP" is Fluoropolymer, PTFE, or Teflon. 3 Confirm with EPA certified lab the preservation and holding times for each specific method. 4 Holding time starts at the end of the composite period. * Methods currently performed by the Encina Wastewater Authority (EWA).

Ŧ Only added if residual chlorine is present
L:\SOURCE\Industry Handouts\EPA Approved Sampling and Analytical Methods_010312.xlsx Appendix F
CARB Fleet Compliance Certification
City Attorney Approved Version 12/14/2023

DISCLOSURE & SUBMITTAL REQUIREMENT

VEHICLE EMISSION DISCLOSURE & COMPLIANCE REQUIREMENT.

This Project is subject to the following regulation(s) by the California Air Resources Board. In bidding this Project, it shall be the Bidder’s sole responsibility to evaluate and include the cost of complying with all equipment and vehicle emission requirements under this Contract and applicable law in its Bid.

ADVANCED CLEAN FLEETS.

Vehicles with a Gross Vehicle Weight Rating (GVWR) greater than 8,500 lbs. and light -duty package delivery vehicles operated in California may be subject to the California Air Resources Board Advanced Clean Fleets regulations. Such vehicles may therefore be subject to requirements to reduce emissions of air pollutants. For more information, please visit the CARB Advanced Clean Fleets webpage at https://ww2.arb.ca.gov/our-work/programs/advanced-clean- fleets.

Bidders utilizing subcontractors shall provide a signed certificate of reported compliance for each listed subcontractor in the space provided in the Proposed Subcontractors form. Bidders, and its subcontractors must be registered as compliant fleet s at the time of bid submittal. In the event that a bidder, or its subcontractors, are exempt from this regulation, the bidder must submit a signed statement attesting to the fact, and to the reason(s) why it is not subject to the High Priority and Federal Fleets Regulation of Title 13, CCR Section 2015 through 2015.6 and the State and Local Government Fleets Regulation of Title 13, CCR Section 2013 through 2013.4.

Failure to certify as a compliant fleet or provide an attestation to an exemption, may render the bid non-responsive.

IN-USE OFF-ROAD DIESEL-FUELED FLEETS.

Any contractor utilizing off highway vehicles or equipment may be subject to compliance with the In-Use Off-Road Diesel-Fueled Fleets Regulation. For more information, please visit the CARB In-Use Off -Road Diesel -Fueled Fleets Regulation webpage at : https://ww2.arb.ca.gov/our- work/programs/use-road-diesel-fueled-fleets-regulation.

Bidders shall submit with its Bid a valid California Air Resources Board certificate of reported compliance. Bidders utilizing subcontractors shall submit the DOORS ID number for each listed subcontractor in the space provided in the Proposed Subcontractors form. Bidders are responsible for including a certificate of reported compliance for each identified subcon tractor.

Failure to submit valid certificates may render the bid non-responsive.

GENERAL COMPLIANCE WITH LAWS.

Contractor will keep fully informed of federal, state and local laws and ordinances and regulations which in any manner affect those employed by Contractor, or in any way affect the performance of the Services by Contractor. Contractor will at all times observe and comply with these laws, ordinances, and regulations and will be responsible for the compliance of Contractor's services with all applicable laws, ordinances and regulations.

Contractor will be aware of the requirements of the Immigration Reform and Control Act of 1986 and will comply with those requirements, including, but not limited to, verifying the eligibility for employment of all agents, employees, subcontractors and consultants whose services are required by this Agreement.

City Attorney Approved Version 12/14/2023

Contractor is aware of the requirements of the emissions reduction regulations being mandated by the California Air Resources Board (“CARB”) and that it will comply with all applicable regulations before commencing the performance of the work and maintain compliance throughout the duration of this Agreement.

CALIFORNIA AIR RESOURCES BOARD.

The California Air Resources Board (“CARB”) implemented amendments to the In-Use Off-Road Diesel- Fueled Fleets Regulations (“Regulation”) which are effective on January 1, 2024, and apply broadly to all self-propelled off-road diesel vehicles 25 horsepower or greater and other forms of equipment used in California. A copy of the Regulation is available at:

https://ww2.arb.ca.gov/sites/default/files/barcu/regact/2022/off-roaddiesel/appa-1.pdf

Bidders are required to comply with all CARB and Regulation requirements, including, without limitation, all applicable sections of the Regulation, as codified in Title 13 of the California Code of Regulations section 2449 et seq. throughout the term of the Project. Bidders must provide, with their Bid, copies of Bidder’s and all listed subcontractors the most recent, valid Certificate of Reported Compliance (“CRC”) issued by CARB. Failure to provide valid CRCs as required herein may render the Bid non-responsive.

The City of Carlsbad is a Public Works Awarding Body, as that term is defined under Title 13 California Code of Regulations section 2449(c)(46). Accordingly, Bidders must submit, with their Bids, valid Certificates of Reported Compliance (“CRC”) for the Bidder’s fleet, and for the fleets of any listed subcontractors (including any applicable leased equipment or vehicles). Bidders must complete and submit the Fleet Compliance Certification, on the form provided. Failure to provide a CRC for the Bidder, and for all listed subcontractors, or failure to complete the Fleet Compliance Certification, may render the Bid non-responsive.

COMPLIANCE WITH CALIFORNIA AIR RESOURCES BOARD REGULATIONS.

Contractor shall comply, and shall ensure all subcontractors comply, with all applicable requirements of the most current version of the California Air Resources Board (“CARB”) regulations including, without limitation, all applicable terms of Title 13, California Code of Regulations Division 3, Chapter 9 and all pending amendments (“Regulation”).

Throughout the Project, and for three (3) years thereafter, Contractor shall make available for inspection and copying any and all documents or information associated with Contractor’s and subcontractors’ fleet including, without limitation, Certificates o f Reported Compliance (“CRC”), fuel/refueling records, maintenance records, emissions records, and any other information the Contractor is required to produce, keep or maintain pursuant to the Regulation upon two (2) calendar days’ notice from the City of Carlsbad.

Contractor shall be solely liable for any and all costs associated with complying with the Regulation as well as for any and all penalties, fines, damages, or costs associated with any and all violations, or failures to comply with the Regulation. Contractor shall defend, indemnify and hold harmless the City of Carlsbad , its officials (appointed and elected), officers, and employees from any claims, liabilities, costs, penalties or interest arising out of any failure or alleged failure to comply with the Regulation.

City Attorney Approved Version 12/14/2023
FLEET COMPLIANCE CERTIFICATION.

Bidder hereby acknowledges that they have reviewed the CARB’s policies, rules and regulations and are familiar with the requirements of Title 13, California Code of Regulations, Division 3, Chapter 9, effective on January 1, 2024 (the “Regulation”). Bidder hereby certifies, subject to the penalty of perjury, that the option checked below relating to the Bidder’s fleet, and/or that of their subcontractor(s) (“Fleet”) is true and correct:
□ The Fleet is subject to the requirements of the Regulation, and the appropriate Certificate(s) of Reported Compliance have been attached hereto.

□ The Fleet is exempt from the Regulation under Section 2449.1(f)(2), and a signed description of the subject vehicles, and reasoning for exemption has been attached hereto.

□ Bidder and/or their subcontractor is unable to procure R99 or R100 renewable diesel fuel as defined in the Regulation pursuant to Section 2449.1(f)(3). Bidder shall keep detailed records describing the normal refueling methods, their attempts to procure renewable diesel fuel and proof that shows they were not able to procure renewable diesel (i.e. , third party correspondence or vendor bids).

□ The Fleet is exempt from the requirements of the Regulation pursuant to Section 2449(i)(4) because this Project has been deemed an “emergency”, as that term is defined in Section 2449(c)(18). Bidder shall only operate the exempted vehicles in the emergency situation and records of the exempted vehicles must be maintained, pursuant to Section 2449(i)(4).

□ The Fleet does not fall under the Regulation or are otherwise exempt and a detailed reasoning is attached to this certification.

Name of Bidder:

Signature:

Name:

Title:

Date:

PROJECT SITE

VICINITY MAP

AVECOSTALABLVD

CARLSBADRDALGAPALOMARAIRPORTRDELCAMINOREAL

RANCHOSANTA FE

RDPOINSETTIALANEALICANTERDELFUERTE
OLIVENHAIN RD.

MELROSEDR.

FARADAYCOLLEGEBLVDPASEODELNORTEAVEAVENIDAENCINASCANNONRD

MONROESTCARLSBADVILLAGEDRMARRONTAMARACKAVERDLAKECALAVERABUENAVISTALAGOON

AGUAHEDIONDALAGOON

BATIQUITOSLAGOONAVIARAPKWYPOINSETTIALANE
CONSTRUCTION PLANSFORVALLEY STREET WATER MAIN REPLACEMENTCIP 3904-HCarlsbad Municipal Water DistrictCARLSBAD, CALIFORNIABOARD OF DIRECTORSKEITH BLACKBURN - MAYORMELAINE BURKHOLDER - DISTRICT 1CAROLYN LUNA - DISTRICT 2PRIYA BHAT-PATEL - DISTRICT 3TERESA ACOSTA - DISTRICT 4SCOTT CHADWICKEXECUTIVE MANAGERSHEET INDEXREFERENCE DRAWINGSDECEMBER 2023 VALLEY STREET WATER MAIN REPLACEMENT PROJECTAND LOCATION MAPIMPROVEMENT PLAN FOR:TITLE SHEET, VICINITY MAPDPDZZT31

PROJECT SITE
3904-H542-2

LOCATION MAP

BID SET - NOT FOR CONSTRUCTION
DocuSign Envelope ID: EDEC8BA1-B2D3-4A4D-A499-A223D90718DE 12/4/2023
5" AC (E)6" AB (E)
VALLEY STREET WATER MAIN REPLACEMENT PROJECTIMPROVEMENT PLAN FOR:GENERAL NOTES, LEGEND AND DETAILSDPDZZT32

LEGENDDESCRIPTIONSYMBOLABBREVIATIONSDESCRIPTIONABBREVIATION 3904-H542-2
12345
DWG. NO
DETAIL A: WATER SERVICE REPLACEMENTSCALE: NTS
DETAIL B: TYPICAL SECTION - VALLEY STREETSTATION 0+00 TO 6+30 SCALE: NTSBID SET - NOT FOR CONSTRUCTION6 DocuSign Envelope ID: EDEC8BA1-B2D3-4A4D-A499-A223D90718DE 12/4/2023
512 4687 3

XXXXXXXXXX X

XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX

XXXXXXXXX

XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX XXX
175 180179178177176 1811821821819 910 1112 13
5' 98 8.64'
170175180185
0+001+002+003+004+005+006+00
STA:5+29.898" (FLG X MJ)8" GV (FLG X PO)6" GV (FLG X PO) STA:3+14.48CONNECT TO EX.2" WATER SERVICESTA:3+32.46CONNECT TO EX.2" WATER SERVICE STA:0+14.43CONNECT TOEXISTING PVC
STA: 5+56CONNECT TOEX. 8" ACP(E)FINISH GRADE
ELEV UNKNOWNELEV UNKNOWNELEV UNKNOWN (2)
STA:0+23.03BEGIN OF TRANSITION
STA:1+23.03END OF TRANSITION
STA:0+38.40ELEV: UKNOWN
VALLEY STREET FIRE FLOW IMPROVEMENT PROJECTIMPROVEMENT PLAN FOR:IMPROVEMENT PLANDPDZZT331.ABANDON EXISTING 6" ACP FIRE SERVICE IN PLACE. PLUG ENDS PER SDRSD WP-03. REMOVE AND DISPOSEASSOCIATED TEE THRUST BLOCK, GATE VALVE, AND MANUAL AIR RELEASE ASSEMBLY2.REPLACE EXISTING POTABLE WATER SERVICES PER SHEET 2 DETAIL A3.REPLACE CONCRETE SIDEWALK TO NEAREST JOINT PER SDRSD G 7-11.4.REMOVE AND DISPOSE EXISTING 8" ACP WATER MAIN AND REPLACE IN PLACE WITH NEW 8" PVC C900 WATER MAIN.5.INSTALL 8"X8"X6" DI TEE, 6" GATE VALVE (FLG X PO), CONSTRUCT THRUST BLOCK PER CMWD W-19 WITH 9 SQFTBEARING AREA6.INSTALL 2" MANUAL AIR RELEASE PER CMWD W-107.INSTALL NEW 8" GATE VALVE (FLG X PO)8.CONNECT TO EXISTING 8" PVC WATER MAIN9.CONNECT TO EXISTING 8" ACP WATER MAIN TO NEAREST JOINT WITH TRANSITION COUPLING10.CONSTRUCT 6" FIRE SERVICE ASSEMBLY PER CMWD W-911.REMOVE AND REPLACE TYPE G CURB AND GUTTER TO NEAREST JOINT PER SDRSD G-2 CONSTRUCTION NOTES1.EXIST 1.5" GAS STEEL MAIN PER SDG&E2.EXIST OVERHEAD ELECTRICITY PER SDG&E3.PROPOSED DOULBE CHECK VALVE BACKFLOW ASSEMBLY BY CUSD.COORDINATE FIRE SERVICE STATIONING WITH DWG 542-9A4.EXIST 0.5" GAS LATERAL PER SDG&E5.EXIST 8" VCP SEWER MAIN PER DWG 134-26.EXIST 3" TELECOM CONDUIT PER SPECTRUM7.EXIST 4" CONCRETE ENCASED TELECOM CONDUIT PER ATT8.EXIST 4" CONCRETE ENCASED ELECTRICAL CONDUIT PER SDG&E9.EXIST 4" SEWER LATERAL10.EXIST TELECOM PER CHARTER11.EXIST SECURITY FENCING, COORDINATE ACCESS WITH SCHOOL DISTRICT12.DRY UTILITY JOINT TRENCH BY OTHERS13.ABANDONED 6" STEEL WATER MAIN REFERENCE NOTESPLAN STA: 0+00 TO 6+00PIPE SCHEDULE
3904-H542-2
123456789
PROFILE STA: 0+00 TO 6+00
22 4
8 1095
10 7867
12345678910
Feet01020
BID SET - NOT FOR CONSTRUCTION1111
10 1213
DocuSign Envelope ID: EDEC8BA1-B2D3-4A4D-A499-A223D90718DE 12/4/2023

AVECOSTA
LA
BLVD

CARLSBAD
RD
ALGA

PALOMAR

AIRPORT
RD
EL
CAMINO
REAL
RANCHO

SANTA FE
RD

POINSETTIA
LANE

ALICANTE
RD
EL
FUERTE
OLIVENHAIN RD.

MELROSE
DR.

FARADAY

CARLSBAD

COLLEGE
BLVD
PASEO
DEL
NORTE
AVE

AVENIDA

ENCINAS

CANNON RD
MONROE
ST
LAGOON

VILLAGE DR
MARRON

TAMARACK AVE
RD
LAKE

CALAVERA

BUENAVISTA

AGUA HEDIONDA
LAGOON

BATIQUITOS
AVIARA
PKWY

VICINITY MAP

CONSTRUCTION PLANS

CITY OF CARLSBAD, UTILITIES DEPARTMENT

CITY COUNCIL

CARLSBAD, CALIFORNIA

SCOTT CHADWICK
PROJECT NO. 5503-25

SOUTH AGUA HEDIONDA INTERCEPTOR IMPROVEMENTS

CITY MANAGER
FOR

POINSETTIA
LAGOON
LANE
REACH T1D (FOXTAIL LOOP)
DECEMBER 2023

KEITH BLACKBURN - MAYOR
MELANIE BURKHOLDER - DISTRICT 1
CAROLYN LUNA - DISTRICT 2
PRIYA BHAT-PATEL - DISTRICT 3
TERESA ACOSTA - DISTRICT 4

LOCATION MAP
SAHI REACH T1D (FOXTAIL) IMPROVEMENTS
IMPROVEMENT PLAN FOR:

TITLE SHEET
DP
DZ
MM
81 PAZ GOMEZ

DEPUTY CITY MANAGER, PUBLIC WORKS
545-3
5503-25

BID SET - NOT FOR CONSTRUCTION
DocuSign Envelope ID: E0C0D941-0AF7-4698-8445-3E8DD4464B04 12/4/2023
SHEET 3
SHEET 4
SHEET 5
SHEET 6, 8

HOA GATED ENTRY
MIN. WIDTH OPENING: 13-FEET
IMPROVEMENT PLAN FOR:

DP
DZ
MM
82 ABBREVIATIONS

DESCRIPTION ABBREVIATION
SAHI REACH T1D (FOXTAIL) IMPROVEMENTS

AREA MAP AND GENERAL NOTES
545-35503-25
LEGEND
DESCRIPTION DWG NO. SYMBOL
LEGEND
DESCRIPTION DWG NO. SYMBOL
(CONTINUED)

BID SET - NOT FOR CONSTRUCTION
DocuSign Envelope ID: E0C0D941-0AF7-4698-8445-3E8DD4464B04 12/4/2023

PROFILE ALONG

CL MAIN CHANNEL
(E) 8" PVC
SEWER
(E) 8" PVC
SEWER
(P) 8" PVC SEWER

CONNECTION
EL. B - 0.2'
EL. B
EL. AFILLET
4 PLACES (TYP)
8"
8"
(E) CHANNEL
BENCH
EL. B - 0.1'
EL. A - 0.1'
(E) INVERT
(E) MH 24A-43 AT

FOXTAIL LOOP

AND BADGER LANE
(P) 8" PVC SDR-35 GRAVITY SEWER
TO BADGER LANE (MAX FLOW 2.3 CFS)
CONNECT NEW SEWER TO MH 24A-43
PER DETAIL 3 SHEET 7.

FL EL. 106.98'

ADJUSTABLE FULL

OPEN/CLOSED

FIBERGLASS STOP
GATE. SEE DETAIL
7 SHEET 7.

GATE
EL. 107.4'
FL EL. 106.78'(E) 8" SDR-35 PVC

TO FOXTAIL LOOP
(MAX FLOW 2.27 CFS)
IMPROVEMENT PLAN FOR:

DP
DZ
MM
83 SAHI REACH T1D (FOXTAIL) IMPROVEMENTS
545-35503-25

BID SET - NOT FOR CONSTRUCTION

DESIGN CHANGE TO
SHEET 6 : DWG 361-6B
1/2" 0 1"
EXISTING IMPROVEMENTS PER DWG 361-6B AS-BUILT

PROPOSED SEWER IMPROVEMENTS
NO. / BEARING RADIUS LENGTH REMARKS
(A) N16 57'00"E - 50 ' 8" PVC SDR 35
CHANNEL MOD TO MH 24A-43 (STA 17+43) - PLAN AND PROFILE VIEW SCALE: N.T.S.1
CHANNEL GATE AT MH 24A-43 (STA 17+43) - PROFILE VIEW
SCALE: N.T.S.2
DocuSign Envelope ID: E0C0D941-0AF7-4698-8445-3E8DD4464B04 12/4/2023

IMPROVEMENT PLAN FOR:

SAHI REACH T1D (FOXTAIL) IMPROVEMENTS
545-35503-25

BID SET - NOT FOR CONSTRUCTION

DESIGN CHANGE TO
SHEET 11 : DWG 361-6B
1/2" 0 1"
EXISTING IMPROVEMENTS PER DWG 361-6B AS-BUILT

PROPOSED SEWER IMPROVEMENTS
NO. / BEARING RADIUS LENGTH REMARKS
(B) N67 23'49"W - 316.0 ' 12" PVC SDR 35
EXISTING IMPROVEMENTS PER DWG 361-6B AS-BUILT
4 8
MM
DZ
DP
DocuSign Envelope ID: E0C0D941-0AF7-4698-8445-3E8DD4464B04 12/4/2023
IMPROVEMENT PLAN FOR:

DP
DZ
MM
85 SAHI REACH T1D (FOXTAIL) IMPROVEMENTS
545-35503-25

BID SET - NOT FOR CONSTRUCTION

DESIGN CHANGE TO
SHEET 12 : DWG 361-6B
1/2" 0 1"
EXISTING IMPROVEMENTS PER DWG 361-6B AS-BUILT

PROPOSED SEWER IMPROVEMENTS
NO. / BEARING RADIUS LENGTH REMARKS
(B) N67 23'49"W - 316.0 ' 12" PVC SDR 35
(C) N29 02'27"E - 199.65 ' 15" PVC SDR 35
DocuSign Envelope ID: E0C0D941-0AF7-4698-8445-3E8DD4464B04 12/4/2023
IMPROVEMENT PLAN FOR:

DP
DZ
MM
86 SAHI REACH T1D (FOXTAIL) IMPROVEMENTS

DESIGN CHANGE TO
545-35503-25

BID SET - NOT FOR CONSTRUCTION
SHEET 20 : DWG 361-6B
1/2" 0 1"
EXISTING IMPROVEMENTS PER DWG 361-6B AS-BUILT

PROPOSED SEWER IMPROVEMENTS
NO. / BEARING RADIUS LENGTH REMARKS
(D) N70 19'12"W - 55 ' 12" PVC SDR 35
DocuSign Envelope ID: E0C0D941-0AF7-4698-8445-3E8DD4464B04 12/4/2023

(E) CSD S-4 CAST IRON MH FRAME AND COVER

REMOVE AND REPLACE EXISTING COVER, FRAME
AND CONCRETE COLLAR PER CSD S-1 AND S-3
(E) PAVEMENT
4-INCH AC OVER
4-INCH AB
(E) CONCRETE COLLAR
(E) CSD DWG. S-1

CIP BASE
(P) WATER TIGHT MANHOLE

ADAPTER WITH RUBBER
GASKET.

GROUT INTO PLACE (TYP)
(P) 12" PVC

MATCH EXISTING

CHANNEL IE

REMOVE EXISTING

PIPE AS NECESSARY

TO CONSTRUCT

IMPROVEMENTS

APPLY EPOXY COATING

TO (E) BENCH AND

MANHOLE INTERIOR
PER STD. DWG. S-1A

CORE DRILL NEW

INLET/OUTLET FOR

PROPOSED PIPE
3-FT
5-FT
(E) 8" CHANNEL INLET
(E) 8" CHANNEL
OUTLET
(P) 12" CHANNEL INLET
SEE DETAIL 2 THIS

SHEET FOR

CONNECTION DETAIL
(E) MANHOLE BASE

REFORM CHANNEL

TO MATCH (P)
12" INLET TO
(E) 8" OUTLET

REMOVABLE FIBERGLASS

GATE SECTION

HOLD OPEN PIN

GUIDES (TYP)

TOP OF FIBERGLASS

GUIDE FRAME

TOP OF CONCRETE CHELF

BOTTOM OF CHANNEL

PERMANENT

FIBERGLASS
GATE SECTION.

GATE OPENING IS VARIABLE.

SET ELEV. PER DETAIL 2
SHEET 3

FIBERGLASS GATE
THICKNESS 1" MIN.

EDGE OF CHANNEL

GATE OPENING IS VARIABLE AND

WILL BE FIELD SET BY CITY
PERSONNEL.

GUIDE FRAME DEPTH
PER MANUFACTURER.

HORIZONTAL AND VERTICAL

FIBERGLASS GUIDE FRAME
(E) MANHOLE BASE
(P) 12" OR 15" PVC

SEWER SEE DETAIL
3 SHEET 7 FOR

CONNECTION
DETAIL

REFORM CHANNEL TO MATCH
(P) 12" and 15" SEWER.

VARIES 2" - 3.5" EITHER SIDE

OF EXISTING CHANNEL
MH #24A-39: 12" IN, 15" OUT
MH #24A-40: 15" IN, 12" OUT

REFORM CHANNELS FOR NEW
SIZED SEWER PIPE CONNECTION:

REMOVE 2" EACH SIDE FOR 12" PIPE
REMOVE 3.5" EACH SIDE FOR 15" PIPE
#4 REBAR DOWELED

INTO SHELF BASE
(E) MANHOLE SHELF
SLOPED AT 2%
IMPROVEMENT PLAN FOR:

DP
DZ
MM
87 SAHI REACH T1D (FOXTAIL) IMPROVEMENTS

TECHNICAL DETAILS
545-35503-25

TYP CONNECTION TO EXISTING MANHOLE DETAIL - PROFILE VIEW SCALE: N.T.S.3
NOTES:

1. SEE CSD DWG. S-1 FOR TYPICAL EXISTING MANHOLE DIMENSIONS.

2. MANHOLE CONNECTION DETAIL SHOWN IS AT THE INLET. DETAIL APPLIES TO ALL

EXISTING MANHOLE INLETS AND OUTLETS WHERE NEW CONNECTION IS PROPOSED TO NEW PVC SEWER.

CHANNEL MOD TO MH 24A-38 (STA 26+87) - PLAN VIEW
SCALE: N.T.S.4

STOP GATE DETAIL
SCALE: N.T.S.7
NOTES:

1. STOP GATES SHALL BE FABRICATED OF FIBERGLASS REINFORCED POLYESTER (FRP) TO A MINIMUM THICKNESS OF 1 INCH. THE 8" GATES SHALL BE PROVIDED WITH ONE 316 STAINLESS STEEL HANDLE MOUNTED ON THE TOP OF THE GATE.

2. STOP GATE FRAMES (GUIDES) SHALL BE MANUFACTURED BY THE PULTRUSION PROCESS AND BE MADE OF FRP. THE GUIDE FRAMES SHALL HAVE A MINIMUM 1-1/8" x 1-1/2" DEEP SLOT PER MANUFACTURER SPECIFICATIONS.

3. THE FRP STOP GATES SHALL NOT BE INSTALLED, BUT FURNISHED TO THE CITY.

4. THE BOTTOM SECTION OF THE STOP GATE FRAME SHALL HAVE A PERMANENTLY EMBEDDED PORTION OF THE FIBERGLASS GATE THAT SHALL MATCH THE CHANNEL BOTTOM SHAPE AND SHALL PROVIDE A SEATING EDGE FOR THE REMOVABLE GATE SECTIONS.

5. THE STOP GATES AND FRAMES SHALL HAVE HOLES DRILLED IN THE FRAMES AT 1 2" CENTERS TO ALLOW FOR VERTICAL POSITIONING OF THE GATE. 316 STAINLESS STEEL HOLD-OPEN PINS SHALL BE PROVIDED TO HOLD THE GATE IN A PARTIALLY OPEN POSITION.

6. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR THE GATES AND FRAMES FOR REVIEW AND APPROVAL PRIOR TO FABRICATION.

BID SET - NOT FOR CONSTRUCTION
CHANNEL MOD TO MH #24A-39 & 40 - PLAN VIEW
SCALE: N.T.S.5
CHANNEL MOD TO MH #24A-39 & 40 - PROFILE VIEW
SCALE: N.T.S.6
NOTES:

1. DETAIL SHOWS CHANNEL MODIFICATION TO MH #24A-39. DETAIL ALSO APPLIES TO MH #24-40.

NOTES:

1. DETAIL SHOWS CHANNEL MODIFICATION TO MH #24A-39. DETAIL ALSO APPLIES TO MH #24-40.

2. EXISTING CHANNEL SHELF 38" DEEP MH #24-39 AND 32" DEEP MH #24-40.

DocuSign Envelope ID: E0C0D941-0AF7-4698-8445-3E8DD4464B04 12/4/2023

IMPROVEMENT PLAN FOR:

DP
DZ
MM
88 SAHI REACH T1D (FOXTAIL) IMPROVEMENTS

EXISTING SITE PHOTOS
545-35503-25

BID SET - NOT FOR CONSTRUCTION

HOA ACCESS GATE - SUNNY CREEK ROAD
SCALE: N.T.S.E
(E) MH 24A-39 LOOKING UPSTREAM
SCALE: N.T.S.A
UPSTREAM TERMINUS PIPE UPSIZE LOOKING TOWARD (E) MH 24A-39 SCALE: N.T.S.B

DRIVEWAY REPLACEMENT EXTENTS
SCALE: N.T.S.C

LANDSCAPING PROFILE AND BACKSIDE VIEW
SCALE: N.T.S.D
DocuSign Envelope ID: E0C0D941-0AF7-4698-8445-3E8DD4464B04 12/4/2023

IMPROVEMENT PLAN FOR:PALOMAR OAKS WAY SEWER EXTENSION5503-22545-2DPDZZT31

AVECOSTALABLVD

CARLSBADRDALGAPALOMARAIRPORTRDELCAMINOREAL

RANCHOSANTA FE

RDPOINSETTIALANEALICANTERDELFUERTE
OLIVENHAIN RD.

MELROSEDR.

FARADAYCARLSBAD

COLLEGEBLVDPASEODELNORTEAVEAVENIDAENCINASCANNONRD

MONROESTLAGOONVILLAGEDRMARRONTAMARACKAVERDLAKECALAVERABUENAVISTAAGUAHEDIONDALAGOON

BATIQUITOSAVIARAPKWY

VICINITY MAP

CONSTRUCTION PLANS

CITY OF CARLSBAD, UTILITIES DEPARTMENTCITY COUNCILCARLSBAD, CALIFORNIA

SCOTT CHADWICK
CIP 5503-22SEWER LINE REPLACEMENT PROGRAM

CITY MANAGER
FOR

POINSETTIALAGOONLANE
- PALOMAR OAKS WAY SEWER EXTENSION -
DECEMBER 2023
KEITH BLACKBURN - MAYORMELANIE BURKHOLDER - DISTRICT 1CAROLYN LUNA - DISTRICT 2PRIYA BHAT-PATEL - DISTRICT 3TERESA ACOSTA - DISTRICT 4LOCATION MAP

PAZ GOMEZDEPUTY CITY MANAGER, PUBLIC WORKS

SHEET INDEXREFERENCE DRAWINGSBID SET - NOT FOR CONSTRUCTIONAND LOCATION MAPTITLE SHEET, VICINITY MAP DocuSign Envelope ID: E13EED5C-D325-45A6-AD4D-A4D151C3A0E3 12/4/2023

REMOVE AND REPLACE EXISTINGCOVER, FRAME, AND CONCRETECOLLAR PER CSD S-1 & S-3(E) PAVEMENT (P) 8-INCH PVC SEWER.CONSTRUCT NEWCHANNEL AND BENCHPER CSD S-1PIP (E) 8-INCH VCP SEWERMATCH EXISTING FLOWLINECORE DRILL NEW INLET APPLY EPOXYCOATING TOREBUILT CHANNELAND MANHOLEINTERIOR PER CSDS-1A

0.5756%
3'
5'
(P)WATER TIGHT MANHOLE ADAPTERWITH RUBBER GASKET. GROUT INPLACE (TYP).

REMOVE AND REPLACE EXISTINGCOVER, FRAME, AND CONCRETECOLLAR PER CSD S-1 & S-3(E) PAVEMENT PIP (E) 8-INCH PVC SEWER.
(P) WATER TIGHT MANHOLE ADAPTERWITH RUBBER GASKET.GROUT INTO PLACE (TYP)(P) 8-INCH PVC SEWERADAPT TO EXISTINGCHANNEL FLOWLINECORE DRILL NEW INLETAPPLY EPOXYCOATING TOMANHOLE INTERIORPER CSD S-1A

0.5756%
3'
5'
PLUG AND ABANDON (E)8-INCH VCP SEWER PERSDRSD WP-03PROPOSEDCHANNELPIP (E) 8-INCH VCP PLUG AND ABANDON (E)8-INCH PER SDRSDWP-03 UPONCOMPLETION OF NEWPIPE ALIGNMENT PROPOSEDCONNECTION 8-INCHPVC SEWEREXISTING CHANNELFILL, TYP.

IMPROVEMENT PLAN FOR:5503-22545-2DPDZZT32
ABBREVIATIONSDESCRIPTIONABBREVIATIONLEGENDDESCRIPTIONDWG. NOSYMBOL DETAIL 1: MANHOLE 36B-37 (STATION: 0+00)SCALE: NTS
DETAIL 2: MANHOLE 36B-25 (STATION: 4+56.33)SCALE: NTS

PALOMAR OAKS WAY SEWER EXTENSIONBID SET - NOT FOR CONSTRUCTIONGENERAL NOTES, LEGEND AND DETAILS 25 DocuSign Envelope ID: E13EED5C-D325-45A6-AD4D-A4D151C3A0E3 12/4/2023
2'
5'5' 6'
120125130135140145150
120125130135140145150
0+001+002+003+004+005+00
MH# 36B-37STA:0+00.00RIM: 139.39'(P) FLin: 127.73'(E) FLout: 127.62' MH# 36B-25STA:4+56.33 RIM: 139.59'(E) FLin: 130.41'(P) FLout: 130.39' STA:0+45.00IE: UNKNOWN
STA:2+97.50IE:132.44
STA:4+03.87IE:131.35
STA:3+61.20IE:UNKNOWN
STA:0+59.34IE:UNKNOWN(E)FINISH GRADE
IMPROVEMENT PLAN FOR:5503-24545-2DPDZZT33
PLAN STA: 0+00 TO 4+56
PROFILE STA: 0+00 TO 4+56

1.CONSTRUCT NEW 8-INCH SEWER MAIN PER CSD S-52.CONNECT TO EXISTING MANHOLE AND MODIFY PER REFERENCED DETAIL NUMBER3.REPLACE 8" ACP WATER MAIN FROM GATE VALVE TO FIRE SERVICE TEE WITH PVC4.INTERCEPT EXISTING 6-INCH PVC SEWER LATERAL AND CONNECT TO NEW SEWER PER CSD S-75.CONSTRUCT NEW 2-INCH IRRIGATION SERVICE PER CSD W-4 AND W-13. CONNECT TO EXISTING METER AND REPLACE METER BOX.6.REMOVE EXISTING SEWER CLEANOUT BUILT PER S-6. PLUG AND ABANDON EXISTING 6-INCH LATERAL AND 8-INCH MAIN IN ITS ENTIRETY (50 LF) PER SDRSD WP-03.7.REMOVE AND REPLACE CONCRETE TYPE G CURB AND GUTTER TO NEAREST JOINT PER SDRSD G-28.PLUG AND ABANDON EXISTING 8-INCH VCP SEWER IN ITS ENTIRETY (75 LF) PER SDRSD WP-039.REPLACE EXISTING SURVEY MONUMENT IN-KIND. FILE CORNER RECORD PRIOR TO DISTURBANCE AND WITHIN 30-DAYS AFTER MONUMENT REPLACEMENT10.RESURFACE TRENCH SECTION PER CSD GS 27-28. SECTION SHALL CONSIST OF 7-INCHES OF ASPHALT OVER 6-INCHES CLASS II AGGREGATE BASE.11.REPLACE WATER VALVE BOX ASSEMBLY AND ADJUST TO FINAL GRADE12.REPLACE ALL TRAFFIC LEGENDS AND SYMBOLS IMPACTED BY CONSTRUCTION IN-KIND CONSTRUCTION NOTESSEWER DATA TABLE21 1.(E) 16'" FAILSAFE PER VWD WO #232898-12.ABANDONED 16" FAILSAFE PER VWD WO #232898-13.(E) 18" VCP SEWER OUTFALL4.(E) 8" VCP SEWER MAIN5.(E) 6" SEWER LATERAL6.(E) 16" ACP WATER MAIN7.(E) 8" ACP WATER MAIN & 2" SERVICE AND METER8.(E) 15" RCP SD9.(E) 18" RCP SD10.(E) TELEPHONE11.(E) ELEC. CONDUIT12.(E) ELEC. LATERAL13.(E) GAS MAIN14.GROUNDWATER PUMPS AND DESILT BASIN FOR SCHEMATIC ONLY.PROVIDE NECESSARY TRAFFIC CONTROLS FOR PLACEMENT WITHINCITY ROW.

REFERENCE NOTESNFeet02040
3456789 PALOMAR OAKS WAY SEWER EXTENSIONBID SET - NOT FOR CONSTRUCTIONIMPROVEMENT PLAN1011 12 DocuSign Envelope ID: E13EED5C-D325-45A6-AD4D-A4D151C3A0E3 12/4/2023

LOCATION MAP

AVECOSTALABLVD

CARLSBADRDALGAPALOMARAIRPORTRDELCAMINOREAL

RANCHOSANTA FE

RDPOINSETTIALANEALICANTERDELFUERTE
OLIVENHAIN RD.

MELROSEDR.

FARADAYCARLSBAD

COLLEGEBLVDPASEODELNORTEAVEAVENIDAENCINASCANNONRD

MONROESTLAGOONVILLAGEDRMARRONTAMARACKAVERDLAKECALAVERABUENAVISTAAGUAHEDIONDALAGOON

BATIQUITOSAVIARAPKWY

VICINITY MAP

POINSETTIALAGOONLANE

CONSTRUCTION PLANS

CITY OF CARLSBAD, UTILITIES DEPARTMENTCITY COUNCILCARLSBAD, CALIFORNIA

SCOTT CHADWICK
CIP 5503-24SEWER LINE REPLACEMENT PROGRAM

CITY MANAGER

FOR- TYLER ALLEY STREET SEWER REPLACEMENT -
DECEMBER 2023
KEITH BLACKBURN - MAYORMELANIE BURKHOLDER - DISTRICT 1CAROLYN LUNA - DISTRICT 2PRIYA BHAT-PATEL - DISTRICT 3TERESA ACOSTA - DISTRICT 4 TYLER STREET ALLEY SEWER REPLACEMENT PROJECTAND LOCATION MAPIMPROVEMENT PLAN FOR:TITLE SHEET, VICINITY MAP1 4ZTDZDP PAZ GOMEZDEPUTY CITY MANAGER, PUBLIC WORKS5503-24541-8

BID SET - NOT FOR CONSTRUCTIONSHEET INDEXREFERENCE DRAWINGS DocuSign Envelope ID: 0CB4EF66-6130-42A5-97A9-2AF4A2ED6E29 12/4/2023
4'1' 1'3'3'

PROTECTIVE STEEL WELL HEAD COVER &TRAFFIC RATED SECURITY VAULT PERFORATED SECTIONFILTER PACK (NO. 2 SAND)2" DIAMETER WELL CASINGANNULAR SEAL (BENTONITE, NEATCEMENT OR SAND-CEMENT)SURFACE SEAL (CLASS A CONCRETE) 5-INCH ASPHALT/CONCRETE ROAD SECTION 6-INCH ROAD BASE5' 20'10'8"
8"
12"3"
15'

ABBREVIATIONSDESCRIPTIONABBREVIATION
IMPROVEMENT PLAN FOR:GENERAL NOTES, LEGEND, AND DETAILS2 4ZTDZDPTYLER STREET ALLEY SEWER REPLACEMENT PROJECT5503-24541-8 DETAIL 2: RIBBON GUTTERSTATION 0+63 TO 1+63SCALE: NTS
DETAIL 1: MODIFICATIONS TO CSD S-5SCALE: NTS
LEGENDDESCRIPTIONSYMBOLDWG. NO
DETAIL 3: EXISTING GROUNDWATER MONITORING WELL ABANDONMENTSCALE: NTSBID SET - NOT FOR CONSTRUCTION DocuSign Envelope ID: 0CB4EF66-6130-42A5-97A9-2AF4A2ED6E29 12/4/2023
24 3 1 5
9 11 78810 20' WIDE PUBLIC ACCESS ALLEYDATE 9/21/1926 6121213 142930354045 2930354045
0+001+002+003+003+31 280 LF(E)8" VCP SEWER
3 1
STA:3+06.96ELEV:31.29(E)FINISH GRADE
STA:0+27.32ELEV:30.48
STA:0+85.35STA:0+87.96STA:1+11.46STA:1+16.66STA:1+32.26STA:1+34.66 STA:1+58.45STA:1+55.95
STA:1+85.54STA:1+88.05STA:2+09.05STA:2+22.85
STA:1+96.94STA:2+11.25STA:2+36.55STA:2+40.86STA:2+61.56STA:2+66.064444 4444444444 44 44442STA:2+96.95STA:2+91.26

11.0'5.0'CONNECT TO EXISTING8" VCP SEWER CONNECT TO EXISTING8" PVC SEWERSTA:0+63.08ELEV:39.00STA:0+37.92ELEV:39.43STA:0+50.38ELEV:41.00STA:0+42.95ELEV:41.105642 IMPROVEMENT PLAN FOR:SEWER IMPROVEMENT PLANPLAN STA: 0+00 TO 3+31 PROFILE STA: 0+00 TO 3+31
TYLER STREET ALLEY SEWER REPLACEMENT PROJECT3 41.REPLACE EXISTING 8" VCP SEWER MAIN WITH NEW 8" PVC SEWER MAIN PER CSD S-5 AND MODIFICATIONSDETAIL 1, SHEET 22.CONNECT TO EXISTING 8" VCP WITH TRANSITION COUPLING3.CONNECT NEW 8" PVC TO EXISTING 8" PVC4.RECONNECT EXISTING 6" SEWER LATERAL WITH NEW WYE PER CSD S-7. INSTALL TRANSITION COUPLINGAT CONNECTION WITH EXISTING VCP LATERAL5.ABANDON EXISTING GROUNDWATER MONITORING WELL PER DETAIL 3, SHEET 36.REPLACE EXISTING SURVEY MONUMENT IN-KIND. FILE CORNER RECORD PRIOR TO DISTURBANCE ANDWITHIN 30-DAYS AFTER MONUMENT REPLACEMENT.

CONSTRUCTION NOTESSEWER DATA TABLE1.EXIST 1" STEEL GAS MAIN PER SDG&E2.EXIST 2" STEEL GAS MAIN PER SDG&E3.EXIST 1 DB 3" ELEC CONDUIT PER SDG&E4.EXIST TELEPHONE LINE PER AT&T5.EXIST 1" STREET LIGHT SERVICE6.EXIST 12" PE GAS LATERAL PER SDG&E7.EXIST ABANDONED SEWER MANHOLE PERDWG 457-4H8.EXIST SEWER MANHOLE

9.EXIST TRAFFIC LOOP10.EXIST 8" VCP SEWER11.EXIST ATT/SPECTRUM TELECOMM LINE12.EXIST CHARTER TELECOMM LINE13.EXIST OVERHEAD ELECTRICAL (x6)14.GROUNDWATER PUMPS AND DESILT BASINFOR SCHEMATIC ONLY. PROVIDENECESSARY TRAFFIC CONTROLS FORPLACEMENT WITHIN CITY ROW.

REFERENCE NOTES321
5503-24541-8
*MODIFIED PIPE BEDDING PER DETAIL 1, SHEET 24
Feet01020
56 BID SET - NOT FOR CONSTRUCTION12345678
910111213
DPDZZT14
DocuSign Envelope ID: 0CB4EF66-6130-42A5-97A9-2AF4A2ED6E29 12/4/2023

CLEARKEEP
12'
15'
IMPROVEMENT PLAN FOR:SURFACE IMPROVEMENTS4 4TYLER STREET ALLEY SEWER REPLACEMENT PROJECT

1.RESURFACE TRENCH PER GS 26. PAVEMENT SECTION SHALL CONSIST OF 5" AC OVER 6" AB THROUGHOUT. MATCH EXISTING SLOPE.2.REPLACE EXISTING COMMERCIAL DRIVEWAY PER CSD GS-12 TO THE NEAREST JOINT WITH 6" AGGREGATE BASE. MATCH EXISTING SLOPE AND ELEVATIONS. PROVIDE1' WIDE FULL DEPTH ADJACENT AC SLOT PATCH, ALONG LIP OF GUTTER.3.REPLACE EXISTING RIBBON GUTTER PER DETAIL 1 SHEET 2.4.REPLACE EXISTING SURVEY MONUMENT IN-KIND. FILE CORNER RECORD PRIOR TO DISTURBANCE AND WITHIN 30-DAYS AFTER MONUMENT REPLACEMENTCONSTRUCTION NOTES11.SAW CUT ASPHALT AND CONCRETE SURFACES ALONG EXTENTS SCHEDULED FOR REMOVAL.2.SURVEY MONUMENTS AND PROPERTY CORNERS TO BE RESTORED BY OTHERS.3.REPLACE ALL DISTURBED STRIPING AND PAVEMENT MARKINGS IN KIND.4.PROTECT ALL UTILITY COVERS IN PLACE. ADJUST TO FINAL GRADE.GENERAL NOTES 23 5503-24541-8

1."KEEP CLEAR" PAVEMENT MARKING (WHITE)2.8" EDGE STRIPING (WHITE)STRIPING REFERENCE NOTESFeet1:20201005

BID SET - NOT FOR CONSTRUCTION
4 DPDZZT

STRIPING AND STRIPING NOTES
DocuSign Envelope ID: 0CB4EF66-6130-42A5-97A9-2AF4A2ED6E29 12/4/2023

Carlsbad City CouncilJanuary 9, 2024

Carlsbad City Council
January 9, 2024