Agenda packet — Laguna Hills City Council, September 23, 2025 (part 7 of 12)

Attention:

Reported:

Weis Environmental LLC
1938 Kellogg Ave. Ste 116
Carlsbad, CA 92008 Dan Weis
02/04/2022 13:12
Project Number: [none]
AETL Job Number: BDA0214 25250 La Paz Road
Laguna Hills, CA
Site:

Project Name: La Paz Village
Result RL Units
Spike
Level
Source
Result %REC
%REC
Limits RPD
RPD
Analyte Limit Qualifier
Quality Control Results
Volatile Organic Compounds (EPA 8260B)
Batch: B2A0504 - 5030 (Continued) Prepared: 01/31/2022 11:50 LCS (B2A0504-BS1) Analyzed: 01/31/2022 14:39
Benzene 42.2 ug/kg 50.0 84.5 75-125
Bromobenzene (Phenyl bromide) 55.1 ug/kg 50.0 110 75-125 Bromochloromethane 43.9 ug/kg 50.0 87.7 75-125
Bromodichloromethane 40.2 ug/kg 50.0 80.4 75-125
Bromoform (Tribromomethane) 36.0 ug/kg 50.0 72.0 75-125 BS n-Butylbenzene 56.5 ug/kg 50.0 113 75-125
sec-Butylbenzene 54.3 ug/kg 50.0 109 75-125
tert-Butylbenzene 55.0 ug/kg 50.0 110 75-125
Carbon tetrachloride 42.7 ug/kg 50.0 85.4 75-125
Chlorobenzene 49.8 ug/kg 50.0 99.6 75-125
Chloroethane 57.1 ug/kg 50.0 114 75-125
Chloroform (Trichloromethane) 45.8 ug/kg 50.0 91.7 75-125 2-Chlorotoluene 55.6 ug/kg 50.0 111 75-125
4-Chlorotoluene 55.6 ug/kg 50.0 111 75-125
1,2-Dibromo-3-chloropropane
(DBCP)

50.1 ug/kg 50.0 100 75-125
Dibromochloromethane 49.0 ug/kg 50.0 98.0 75-125
1,2-Dibromoethane (EDB) 48.9 ug/kg 50.0 97.7 75-125
Dibromomethane 41.2 ug/kg 50.0 82.4 75-125
1,2-Dichlorobenzene 54.4 ug/kg 50.0 109 75-125
1,3-Dichlorobenzene 53.9 ug/kg 50.0 108 75-125
1,4-Dichlorobenzene 55.4 ug/kg 50.0 111 75-125
Dichlorodifluoromethane 50.2 ug/kg 50.0 100 75-125
1,1-Dichloroethane 47.9 ug/kg 50.0 95.8 75-125
1,2-Dichloroethane (EDC) 40.8 ug/kg 50.0 81.5 75-125
1,1-Dichloroethene 48.3 ug/kg 50.0 96.6 75-125
cis-1,2-Dichloroethene 46.1 ug/kg 50.0 92.2 75-125
trans-1,2-Dichloroethene 47.0 ug/kg 50.0 94.0 75-125
1,2-Dichloropropane 42.3 ug/kg 50.0 84.6 75-125
1,3-Dichloropropane 50.9 ug/kg 50.0 102 75-125
2,2-Dichloropropane 46.6 ug/kg 50.0 93.1 75-125
1,1-Dichloropropene 43.6 ug/kg 50.0 87.1 75-125
cis-1,3-Dichloropropene 43.7 ug/kg 50.0 87.5 75-125
trans-1,3-Dichloropropene 41.0 ug/kg 50.0 82.0 75-125
Ethylbenzene 48.7 ug/kg 50.0 97.4 75-125
Hexachlorobutadiene 54.8 ug/kg 50.0 110 75-125
Isopropylbenzene 54.5 ug/kg 50.0 109 75-125
p-Isopropyltoluene 55.9 ug/kg 50.0 112 75-125
Methyl-tert-butyl ether (MTBE) 48.9 ug/kg 50.0 97.7 75-125 Methylene chloride (DCM) 54.9 ug/kg 50.0 110 75-125
Naphthalene 55.0 ug/kg 50.0 110 75-125
n-Propylbenzene 55.3 ug/kg 50.0 111 75-125
Styrene 51.9 ug/kg 50.0 104 75-125

Page 60 of 75 ends

The contents of this report apply to the sample(s) analyzed in accordance with the chain of custody document.

No duplication of this report is allowed, except in its entirety without written approval of the laboratory. Page 60 of 75

Page 981 of 1981 ends

Attention:

Reported:

Weis Environmental LLC
1938 Kellogg Ave. Ste 116
Carlsbad, CA 92008 Dan Weis
02/04/2022 13:12
Project Number: [none]
AETL Job Number: BDA0214 25250 La Paz Road
Laguna Hills, CA
Site:

Project Name: La Paz Village
Result RL Units
Spike
Level
Source
Result %REC
%REC
Limits RPD
RPD
Analyte Limit Qualifier
Quality Control Results
Volatile Organic Compounds (EPA 8260B)
Batch: B2A0504 - 5030 (Continued) Prepared: 01/31/2022 11:50 LCS (B2A0504-BS1) Analyzed: 01/31/2022 14:39
1,1,1,2-Tetrachloroethane 49.9 ug/kg 50.0 99.8 75-125
1,1,2,2-Tetrachloroethane 50.0 ug/kg 50.0 100 75-125
Tetrachloroethene 51.3 ug/kg 50.0 103 75-125
Toluene (Methyl benzene) 47.8 ug/kg 50.0 95.6 75-125
1,2,3-Trichlorobenzene 55.3 ug/kg 50.0 111 75-125
1,2,4-Trichlorobenzene 57.2 ug/kg 50.0 114 75-125
1,1,1-Trichloroethane 41.6 ug/kg 50.0 83.1 75-125
1,1,2-Trichloroethane 41.6 ug/kg 50.0 83.1 75-125
Trichloroethene 41.7 ug/kg 50.0 83.4 75-125
Trichlorofluoromethane 51.6 ug/kg 50.0 103 75-125
1,2,3-Trichloropropane 54.6 ug/kg 50.0 109 75-125
1,2,4-Trimethylbenzene 55.7 ug/kg 50.0 111 75-125
1,3,5-Trimethylbenzene 54.6 ug/kg 50.0 109 75-125
Vinyl chloride (Chloroethene) 51.2 ug/kg 50.0 102 75-125 o-Xylene 47.4 ug/kg 50.0 94.8 75-125
m,p-Xylenes 99.5 ug/kg 100 99.5 75-125
Surrogate: Bromofluorobenzene 51.2 ug/kg 50.0 102 75-125 Surrogate: Dibromofluoromethane 58.2 ug/kg 50.0 116 75-125 Surrogate: Toluene-d8 58.8 ug/kg 50.0 118 75-125
LCSD (B2A0504-BSD1) Analyzed: 01/31/2022 15:19
Benzene 42.4 ug/kg 50.0 84.8 75-125 <1.00 20
Bromobenzene (Phenyl bromide) 56.8 ug/kg 50.0 114 75-125 2.95 20 Bromochloromethane 45.1 ug/kg 50.0 90.2 75-125 2.81 20
Bromodichloromethane 41.6 ug/kg 50.0 83.3 75-125 3.57 20 Bromoform (Tribromomethane) 37.0 ug/kg 50.0 74.0 75-125 2.74 20 BS n-Butylbenzene 57.7 ug/kg 50.0 115 75-125 2.21 20
sec-Butylbenzene 55.6 ug/kg 50.0 111 75-125 2.28 20
tert-Butylbenzene 56.4 ug/kg 50.0 113 75-125 2.41 20
Carbon tetrachloride 43.4 ug/kg 50.0 86.8 75-125 1.63 20 Chlorobenzene 50.6 ug/kg 50.0 101 75-125 1.51 20
Chloroethane 57.4 ug/kg 50.0 115 75-125 <1.00 20
Chloroform (Trichloromethane) 46.9 ug/kg 50.0 93.8 75-125 2.27 20 2-Chlorotoluene 57.1 ug/kg 50.0 114 75-125 2.68 20
4-Chlorotoluene 56.7 ug/kg 50.0 113 75-125 2.01 20
1,2-Dibromo-3-chloropropane
(DBCP)

52.3 ug/kg 50.0 105 75-125 4.34 20
Dibromochloromethane 50.8 ug/kg 50.0 102 75-125 3.57 20 1,2-Dibromoethane (EDB) 50.5 ug/kg 50.0 101 75-125 3.38 20 Dibromomethane 42.3 ug/kg 50.0 84.6 75-125 2.63 20
1,2-Dichlorobenzene 56.1 ug/kg 50.0 112 75-125 3.19 20
1,3-Dichlorobenzene 56.2 ug/kg 50.0 112 75-125 4.21 20
1,4-Dichlorobenzene 55.8 ug/kg 50.0 112 75-125 <1.00 20

Page 61 of 75 ends

The contents of this report apply to the sample(s) analyzed in accordance with the chain of custody document.

No duplication of this report is allowed, except in its entirety without written approval of the laboratory. Page 61 of 75

Page 982 of 1981 ends

Attention:

Reported:

Weis Environmental LLC
1938 Kellogg Ave. Ste 116
Carlsbad, CA 92008 Dan Weis
02/04/2022 13:12
Project Number: [none]
AETL Job Number: BDA0214 25250 La Paz Road
Laguna Hills, CA
Site:

Project Name: La Paz Village
Result RL Units
Spike
Level
Source
Result %REC
%REC
Limits RPD
RPD
Analyte Limit Qualifier
Quality Control Results
Volatile Organic Compounds (EPA 8260B)
Batch: B2A0504 - 5030 (Continued) Prepared: 01/31/2022 11:50 LCSD (B2A0504-BSD1) Analyzed: 01/31/2022 15:19
Dichlorodifluoromethane 50.3 ug/kg 50.0 101 75-125 <1.00 20 1,1-Dichloroethane 48.2 ug/kg 50.0 96.5 75-125 <1.00 20 1,2-Dichloroethane (EDC) 42.0 ug/kg 50.0 84.1 75-125 3.07 20 1,1-Dichloroethene 48.4 ug/kg 50.0 96.9 75-125 <1.00 20 cis-1,2-Dichloroethene 46.3 ug/kg 50.0 92.6 75-125 <1.00 20 trans-1,2-Dichloroethene 47.0 ug/kg 50.0 94.1 75-125 <1.00 20 1,2-Dichloropropane 43.0 ug/kg 50.0 86.0 75-125 1.67 20 1,3-Dichloropropane 51.7 ug/kg 50.0 103 75-125 1.54 20
2,2-Dichloropropane 46.8 ug/kg 50.0 93.7 75-125 <1.00 20 1,1-Dichloropropene 43.4 ug/kg 50.0 86.7 75-125 <1.00 20 cis-1,3-Dichloropropene 44.9 ug/kg 50.0 89.8 75-125 2.62 20 trans-1,3-Dichloropropene 42.0 ug/kg 50.0 84.1 75-125 2.53 20 Ethylbenzene 49.5 ug/kg 50.0 99.0 75-125 1.65 20
Hexachlorobutadiene 55.3 ug/kg 50.0 111 75-125 <1.00 20 Isopropylbenzene 55.6 ug/kg 50.0 111 75-125 2.09 20
p-Isopropyltoluene 56.5 ug/kg 50.0 113 75-125 1.01 20
Methyl-tert-butyl ether (MTBE) 50.1 ug/kg 50.0 100 75-125 2.43 20 Methylene chloride (DCM) 54.9 ug/kg 50.0 110 75-125 <1.00 20 Naphthalene 54.9 ug/kg 50.0 110 75-125 <1.00 20
n-Propylbenzene 56.3 ug/kg 50.0 113 75-125 1.81 20
Styrene 51.9 ug/kg 50.0 104 75-125 <1.00 20
1,1,1,2-Tetrachloroethane 50.9 ug/kg 50.0 102 75-125 2.04 20 1,1,2,2-Tetrachloroethane 51.1 ug/kg 50.0 102 75-125 2.08 20 Tetrachloroethene 50.8 ug/kg 50.0 102 75-125 1.02 20
Toluene (Methyl benzene) 48.0 ug/kg 50.0 96.0 75-125 <1.00 20 1,2,3-Trichlorobenzene 56.6 ug/kg 50.0 113 75-125 2.23 20 1,2,4-Trichlorobenzene 57.1 ug/kg 50.0 114 75-125 <1.00 20 1,1,1-Trichloroethane 41.4 ug/kg 50.0 82.8 75-125 <1.00 20 1,1,2-Trichloroethane 42.5 ug/kg 50.0 85.0 75-125 2.31 20 Trichloroethene 42.1 ug/kg 50.0 84.2 75-125 1.00 20
Trichlorofluoromethane 52.0 ug/kg 50.0 104 75-125 <1.00 20 1,2,3-Trichloropropane 57.6 ug/kg 50.0 115 75-125 5.35 20 1,2,4-Trimethylbenzene 56.9 ug/kg 50.0 114 75-125 2.15 20 1,3,5-Trimethylbenzene 56.3 ug/kg 50.0 113 75-125 3.08 20 Vinyl chloride (Chloroethene) 51.5 ug/kg 50.0 103 75-125 <1.00 20 o-Xylene 47.7 ug/kg 50.0 95.4 75-125 <1.00 20
m,p-Xylenes 98.9 ug/kg 100 98.9 75-125 <1.00 20
Surrogate: Bromofluorobenzene 50.7 ug/kg 50.0 101 75-125 Surrogate: Dibromofluoromethane 58.9 ug/kg 50.0 118 75-125 Surrogate: Toluene-d8 57.7 ug/kg 50.0 115 75-125

Page 62 of 75 ends

The contents of this report apply to the sample(s) analyzed in accordance with the chain of custody document.

No duplication of this report is allowed, except in its entirety without written approval of the laboratory. Page 62 of 75

Page 983 of 1981 ends

Attention:

Reported:

Weis Environmental LLC
1938 Kellogg Ave. Ste 116
Carlsbad, CA 92008 Dan Weis
02/04/2022 13:12
Project Number: [none]
AETL Job Number: BDA0214 25250 La Paz Road
Laguna Hills, CA
Site:

31.1 ug/kg 50.0 0.00 62.1 75-125 M
Dibromochloromethane 38.6 ug/kg 50.0 0.00 77.2 75-125
1,2-Dibromoethane (EDB) 34.8 ug/kg 50.0 0.00 69.5 75-125 M Dibromomethane 33.2 ug/kg 50.0 0.00 66.5 75-125 M
1,2-Dichlorobenzene 45.6 ug/kg 50.0 0.00 91.2 75-125
1,3-Dichlorobenzene 46.2 ug/kg 50.0 0.00 92.4 75-125
1,4-Dichlorobenzene 45.4 ug/kg 50.0 0.00 90.8 75-125
Dichlorodifluoromethane 51.3 ug/kg 50.0 0.00 103 75-125 1,1-Dichloroethane 48.5 ug/kg 50.0 0.00 97.1 75-125
1,2-Dichloroethane (EDC) 36.3 ug/kg 50.0 0.00 72.6 75-125 M 1,1-Dichloroethene 46.0 ug/kg 50.0 0.00 91.9 75-125
cis-1,2-Dichloroethene 44.5 ug/kg 50.0 0.00 89.0 75-125 trans-1,2-Dichloroethene 45.3 ug/kg 50.0 0.00 90.5 75-125 1,2-Dichloropropane 37.4 ug/kg 50.0 0.00 74.7 75-125 M
1,3-Dichloropropane 38.9 ug/kg 50.0 0.00 77.9 75-125
2,2-Dichloropropane 45.8 ug/kg 50.0 0.00 91.6 75-125
1,1-Dichloropropene 39.0 ug/kg 50.0 0.00 77.9 75-125
cis-1,3-Dichloropropene 38.3 ug/kg 50.0 0.00 76.5 75-125 trans-1,3-Dichloropropene 34.1 ug/kg 50.0 0.00 68.1 75-125 M Ethylbenzene 41.5 ug/kg 50.0 0.00 83.0 75-125
Hexachlorobutadiene 47.0 ug/kg 50.0 0.00 94.0 75-125
Isopropylbenzene 47.5 ug/kg 50.0 0.00 94.9 75-125
p-Isopropyltoluene 48.4 ug/kg 50.0 0.00 96.8 75-125
Methyl-tert-butyl ether (MTBE) 44.4 ug/kg 50.0 0.00 88.8 75-125 Methylene chloride (DCM) 55.2 ug/kg 50.0 0.00 110 75-125 Naphthalene 36.2 ug/kg 50.0 0.00 72.3 75-125 M
n-Propylbenzene 47.7 ug/kg 50.0 0.00 95.4 75-125
Styrene 42.7 ug/kg 50.0 0.00 85.3 75-125

Page 63 of 75 ends

The contents of this report apply to the sample(s) analyzed in accordance with the chain of custody document.

No duplication of this report is allowed, except in its entirety without written approval of the laboratory. Page 63 of 75

Page 984 of 1981 ends

Attention:

Reported:

Weis Environmental LLC
1938 Kellogg Ave. Ste 116
Carlsbad, CA 92008 Dan Weis
02/04/2022 13:12
Project Number: [none]
AETL Job Number: BDA0214 25250 La Paz Road
Laguna Hills, CA
Site:

Project Name: La Paz Village
Result RL Units
Spike
Level
Source
Result %REC
%REC
Limits RPD
RPD
Analyte Limit Qualifier
Quality Control Results
Volatile Organic Compounds (EPA 8260B)
MDL
Batch: B2A0504 - 5030 (Continued) Prepared: 01/31/2022 11:50 Matrix Spike (B2A0504-MS1) Source: BDA0214-01 Analyzed: 01/31/2022 23:46 1,1,1,2-Tetrachloroethane 42.0 ug/kg 50.0 0.00 84.0 75-125 1,1,2,2-Tetrachloroethane 25.6 ug/kg 50.0 0.00 51.1 75-125 M Tetrachloroethene 41.7 ug/kg 50.0 0.00 83.4 75-125
Toluene (Methyl benzene) 39.6 ug/kg 50.0 0.00 79.3 75-125 1,2,3-Trichlorobenzene 43.9 ug/kg 50.0 0.00 87.8 75-125 1,2,4-Trichlorobenzene 45.1 ug/kg 50.0 0.00 90.2 75-125 1,1,1-Trichloroethane 39.3 ug/kg 50.0 0.00 78.5 75-125
1,1,2-Trichloroethane 32.5 ug/kg 50.0 0.00 65.1 75-125 M Trichloroethene 43.0 ug/kg 50.0 0.00 86.0 75-125
Trichlorofluoromethane 57.8 ug/kg 50.0 0.00 116 75-125
1,2,3-Trichloropropane 35.2 ug/kg 50.0 0.00 70.3 75-125 M 1,2,4-Trimethylbenzene 48.2 ug/kg 50.0 0.00 96.4 75-125 1,3,5-Trimethylbenzene 49.0 ug/kg 50.0 0.00 98.0 75-125 Vinyl chloride (Chloroethene) 46.8 ug/kg 50.0 0.00 93.5 75-125 o-Xylene 39.6 ug/kg 50.0 0.00 79.3 75-125
m,p-Xylenes 81.7 ug/kg 100 0.00 81.7 75-125
Surrogate: Bromofluorobenzene 52.1 ug/kg 50.0 104 75-125 Surrogate: Dibromofluoromethane 68.0 ug/kg 50.0 136 75-125 S6 Surrogate: Toluene-d8 56.4 ug/kg 50.0 113 75-125
Matrix Spike Dup (B2A0504-MSD1) Source: BDA0214-01 Analyzed: 02/01/2022 00:25 Benzene 34.9 ug/kg 50.0 0.00 69.8 75-125 7.61 20 M
Bromobenzene (Phenyl bromide) 43.0 ug/kg 50.0 0.00 86.0 75-125 7.22 20 Bromochloromethane 37.3 ug/kg 50.0 0.00 74.6 75-125 6.99 20 M Bromodichloromethane 34.3 ug/kg 50.0 0.00 68.7 75-125 9.30 20 M Bromoform (Tribromomethane) 31.0 ug/kg 50.0 0.00 62.0 75-125 3.17 20 M n-Butylbenzene 45.1 ug/kg 50.0 0.00 90.3 75-125 5.05 20 sec-Butylbenzene 44.4 ug/kg 50.0 0.00 88.7 75-125 5.78 20 tert-Butylbenzene 45.0 ug/kg 50.0 0.00 90.0 75-125 7.71 20 Carbon tetrachloride 36.8 ug/kg 50.0 0.00 73.6 75-125 11.4 20 M Chlorobenzene 38.4 ug/kg 50.0 0.00 76.7 75-125 7.02 20
Chloroethane 51.8 ug/kg 50.0 0.00 104 75-125 8.16 20
Chloroform (Trichloromethane) 43.9 ug/kg 50.0 0.00 87.9 75-125 9.29 20 2-Chlorotoluene 45.8 ug/kg 50.0 0.00 91.5 75-125 7.43 20 4-Chlorotoluene 45.0 ug/kg 50.0 0.00 89.9 75-125 7.37 20 1,2-Dibromo-3-chloropropane
(DBCP)

28.3 ug/kg 50.0 0.00 56.6 75-125 9.26 20 M
Dibromochloromethane 35.7 ug/kg 50.0 0.00 71.5 75-125 7.77 20 M 1,2-Dibromoethane (EDB) 32.0 ug/kg 50.0 0.00 64.1 75-125 8.11 20 M Dibromomethane 30.5 ug/kg 50.0 0.00 60.9 75-125 8.67 20 M 1,2-Dichlorobenzene 43.3 ug/kg 50.0 0.00 86.7 75-125 5.11 20 1,3-Dichlorobenzene 42.6 ug/kg 50.0 0.00 85.2 75-125 8.06 20 1,4-Dichlorobenzene 43.5 ug/kg 50.0 0.00 87.0 75-125 4.27 20

Page 64 of 75 ends

The contents of this report apply to the sample(s) analyzed in accordance with the chain of custody document.

No duplication of this report is allowed, except in its entirety without written approval of the laboratory. Page 64 of 75

Page 985 of 1981 ends

Attention:

Reported:

Weis Environmental LLC
1938 Kellogg Ave. Ste 116
Carlsbad, CA 92008 Dan Weis
02/04/2022 13:12
Project Number: [none]
AETL Job Number: BDA0214 25250 La Paz Road
Laguna Hills, CA
Site:

Project Name: La Paz Village
Result RL Units
Spike
Level
Source
Result %REC
%REC
Limits RPD
RPD
Analyte Limit Qualifier
Quality Control Results
Volatile Organic Compounds (EPA 8260B)
MDL
Batch: B2A0504 - 5030 (Continued) Prepared: 01/31/2022 11:50 Matrix Spike Dup (B2A0504-MSD1) Source: BDA0214-01 Analyzed: 02/01/2022 00:25 Dichlorodifluoromethane 45.8 ug/kg 50.0 0.00 91.7 75-125 11.2 20 1,1-Dichloroethane 44.8 ug/kg 50.0 0.00 89.6 75-125 8.04 20 1,2-Dichloroethane (EDC) 32.8 ug/kg 50.0 0.00 65.7 75-125 10.0 20 M 1,1-Dichloroethene 43.2 ug/kg 50.0 0.00 86.3 75-125 6.26 20 cis-1,2-Dichloroethene 41.4 ug/kg 50.0 0.00 82.8 75-125 7.26 20 trans-1,2-Dichloroethene 41.8 ug/kg 50.0 0.00 83.7 75-125 7.90 20 1,2-Dichloropropane 35.8 ug/kg 50.0 0.00 71.6 75-125 4.24 20 M 1,3-Dichloropropane 36.0 ug/kg 50.0 0.00 72.1 75-125 7.74 20 M 2,2-Dichloropropane 40.1 ug/kg 50.0 0.00 80.3 75-125 13.2 20 1,1-Dichloropropene 36.0 ug/kg 50.0 0.00 71.9 75-125 7.96 20 M cis-1,3-Dichloropropene 34.9 ug/kg 50.0 0.00 69.8 75-125 9.24 20 M trans-1,3-Dichloropropene 31.5 ug/kg 50.0 0.00 63.0 75-125 7.87 20 M Ethylbenzene 38.6 ug/kg 50.0 0.00 77.2 75-125 7.17 20
Hexachlorobutadiene 43.3 ug/kg 50.0 0.00 86.6 75-125 8.15 20 Isopropylbenzene 43.6 ug/kg 50.0 0.00 87.3 75-125 8.38 20 p-Isopropyltoluene 45.2 ug/kg 50.0 0.00 90.5 75-125 6.77 20 Methyl-tert-butyl ether (MTBE) 41.4 ug/kg 50.0 0.00 82.9 75-125 6.94 20 Methylene chloride (DCM) 52.6 ug/kg 50.0 0.00 105 75-125 4.80 20 Naphthalene 33.8 ug/kg 50.0 0.00 67.7 75-125 6.66 20 M
n-Propylbenzene 44.9 ug/kg 50.0 0.00 89.8 75-125 5.98 20 Styrene 39.6 ug/kg 50.0 0.00 79.3 75-125 7.34 20
1,1,1,2-Tetrachloroethane 38.9 ug/kg 50.0 0.00 77.9 75-125 7.59 20 1,1,2,2-Tetrachloroethane 28.6 ug/kg 50.0 0.00 57.2 75-125 11.3 20 M Tetrachloroethene 38.5 ug/kg 50.0 0.00 77.0 75-125 7.90 20 Toluene (Methyl benzene) 37.1 ug/kg 50.0 0.00 74.2 75-125 6.67 20 M 1,2,3-Trichlorobenzene 41.6 ug/kg 50.0 0.00 83.3 75-125 5.33 20 1,2,4-Trichlorobenzene 42.5 ug/kg 50.0 0.00 85.0 75-125 5.94 20 1,1,1-Trichloroethane 35.2 ug/kg 50.0 0.00 70.4 75-125 11.0 20 M 1,1,2-Trichloroethane 30.5 ug/kg 50.0 0.00 61.0 75-125 6.44 20 M Trichloroethene 35.7 ug/kg 50.0 0.00 71.4 75-125 18.5 20 M Trichlorofluoromethane 50.9 ug/kg 50.0 0.00 102 75-125 12.8 20 1,2,3-Trichloropropane 33.1 ug/kg 50.0 0.00 66.1 75-125 6.16 20 M 1,2,4-Trimethylbenzene 44.8 ug/kg 50.0 0.00 89.6 75-125 7.29 20 1,3,5-Trimethylbenzene 44.7 ug/kg 50.0 0.00 89.4 75-125 9.12 20 Vinyl chloride (Chloroethene) 42.6 ug/kg 50.0 0.00 85.3 75-125 9.19 20 o-Xylene 37.1 ug/kg 50.0 0.00 74.2 75-125 6.64 20 M
m,p-Xylenes 75.5 ug/kg 100 0.00 75.5 75-125 7.85 20
Surrogate: Bromofluorobenzene 52.2 ug/kg 50.0 104 75-125 Surrogate: Dibromofluoromethane 67.7 ug/kg 50.0 135 75-125 S6 Surrogate: Toluene-d8 56.6 ug/kg 50.0 113 75-125

Page 65 of 75 ends

The contents of this report apply to the sample(s) analyzed in accordance with the chain of custody document.

No duplication of this report is allowed, except in its entirety without written approval of the laboratory. Page 65 of 75

Page 986 of 1981 ends

Attention:

Reported:

Weis Environmental LLC
1938 Kellogg Ave. Ste 116
Carlsbad, CA 92008 Dan Weis
02/04/2022 13:12
Project Number: [none]
AETL Job Number: BDA0214 25250 La Paz Road
Laguna Hills, CA
Site:

Project Name: La Paz Village
Result RL Units
Spike
Level
Source
Result %REC
%REC
Limits RPD
RPD
Analyte Limit Qualifier
Quality Control Results
Volatile Organic Compounds (EPA 8260B)
MDL
Batch: B2A0505 - 5030 Prepared: 01/31/2022 11:54
Method Blank (B2A0505-BLK1) Analyzed: 02/01/2022 04:19
Acetone ND 25.0 50.0 ug/kg
Benzene ND 1.00 10.0 ug/kg
Bromobenzene (Phenyl bromide) ND 5.00 10.0 ug/kg
Bromochloromethane ND 5.00 10.0 ug/kg
Bromodichloromethane ND 5.00 10.0 ug/kg
Bromoform (Tribromomethane) ND 25.0 50.0 ug/kg
Bromomethane (Methyl bromide) ND 15.0 30.0 ug/kg
2-Butanone (MEK) ND 25.0 50.0 ug/kg
n-Butylbenzene ND 5.00 10.0 ug/kg
sec-Butylbenzene ND 5.00 10.0 ug/kg
tert-Butylbenzene ND 5.00 10.0 ug/kg
Carbon Disulfide ND 25.0 50.0 ug/kg
Carbon tetrachloride ND 5.00 10.0 ug/kg
Chlorobenzene ND 5.00 10.0 ug/kg
Chloroethane ND 15.0 30.0 ug/kg
2-Chloroethyl vinyl ether ND 25.0 50.0 ug/kg
Chloroform (Trichloromethane) ND 5.00 10.0 ug/kg
Chloromethane (Methyl chloride) ND 15.0 30.0 ug/kg
2-Chlorotoluene ND 5.00 10.0 ug/kg
4-Chlorotoluene ND 5.00 10.0 ug/kg
1,2-Dibromo-3-chloropropane
(DBCP)
ND 5.00 10.0 ug/kg
Dibromochloromethane ND 5.00 10.0 ug/kg
1,2-Dibromoethane (EDB) ND 5.00 10.0 ug/kg
Dibromomethane ND 5.00 10.0 ug/kg
1,2-Dichlorobenzene ND 5.00 10.0 ug/kg
1,3-Dichlorobenzene ND 5.00 10.0 ug/kg
1,4-Dichlorobenzene ND 5.00 10.0 ug/kg
Dichlorodifluoromethane ND 15.0 30.0 ug/kg
1,1-Dichloroethane ND 5.00 10.0 ug/kg
1,2-Dichloroethane (EDC) ND 5.00 10.0 ug/kg
1,1-Dichloroethene ND 5.00 10.0 ug/kg
cis-1,2-Dichloroethene ND 5.00 10.0 ug/kg
trans-1,2-Dichloroethene ND 5.00 10.0 ug/kg
1,2-Dichloropropane ND 5.00 10.0 ug/kg
1,3-Dichloropropane ND 5.00 10.0 ug/kg
2,2-Dichloropropane ND 5.00 10.0 ug/kg
1,1-Dichloropropene ND 5.00 10.0 ug/kg
cis-1,3-Dichloropropene ND 5.00 10.0 ug/kg
trans-1,3-Dichloropropene ND 5.00 10.0 ug/kg
Ethylbenzene ND 1.00 10.0 ug/kg
Hexachlorobutadiene ND 15.0 30.0 ug/kg
2-Hexanone ND 25.0 50.0 ug/kg

Page 66 of 75 ends

The contents of this report apply to the sample(s) analyzed in accordance with the chain of custody document.

No duplication of this report is allowed, except in its entirety without written approval of the laboratory. Page 66 of 75

Page 987 of 1981 ends

Attention:

Reported:

Weis Environmental LLC
1938 Kellogg Ave. Ste 116
Carlsbad, CA 92008 Dan Weis
02/04/2022 13:12
Project Number: [none]
AETL Job Number: BDA0214 25250 La Paz Road
Laguna Hills, CA
Site:

Page 67 of 75 ends

The contents of this report apply to the sample(s) analyzed in accordance with the chain of custody document.

No duplication of this report is allowed, except in its entirety without written approval of the laboratory. Page 67 of 75

Page 988 of 1981 ends

Attention:

Reported:

Weis Environmental LLC
1938 Kellogg Ave. Ste 116
Carlsbad, CA 92008 Dan Weis
02/04/2022 13:12
Project Number: [none]
AETL Job Number: BDA0214 25250 La Paz Road
Laguna Hills, CA
Site:

Project Name: La Paz Village
Result RL Units
Spike
Level
Source
Result %REC
%REC
Limits RPD
RPD
Analyte Limit Qualifier
Quality Control Results
Volatile Organic Compounds (EPA 8260B)
Batch: B2A0505 - 5030 (Continued) Prepared: 01/31/2022 11:54 LCS (B2A0505-BS1) Analyzed: 02/01/2022 02:22
Benzene 43.6 ug/kg 50.0 87.2 75-125
Bromobenzene (Phenyl bromide) 53.4 ug/kg 50.0 107 75-125 Bromochloromethane 48.6 ug/kg 50.0 97.2 75-125
Bromodichloromethane 42.4 ug/kg 50.0 84.9 75-125
Bromoform (Tribromomethane) 34.0 ug/kg 50.0 68.0 75-125 BS n-Butylbenzene 54.2 ug/kg 50.0 108 75-125
sec-Butylbenzene 53.8 ug/kg 50.0 108 75-125
tert-Butylbenzene 55.0 ug/kg 50.0 110 75-125
Carbon tetrachloride 44.9 ug/kg 50.0 89.8 75-125
Chlorobenzene 48.8 ug/kg 50.0 97.5 75-125
Chloroethane 65.5 ug/kg 50.0 131 75-125 BS
Chloroform (Trichloromethane) 53.0 ug/kg 50.0 106 75-125 2-Chlorotoluene 55.1 ug/kg 50.0 110 75-125
4-Chlorotoluene 53.9 ug/kg 50.0 108 75-125
1,2-Dibromo-3-chloropropane
(DBCP)

52.7 ug/kg 50.0 105 75-125
Dibromochloromethane 48.4 ug/kg 50.0 96.8 75-125
1,2-Dibromoethane (EDB) 48.0 ug/kg 50.0 96.1 75-125
Dibromomethane 43.1 ug/kg 50.0 86.1 75-125
1,2-Dichlorobenzene 52.8 ug/kg 50.0 106 75-125
1,3-Dichlorobenzene 51.3 ug/kg 50.0 103 75-125
1,4-Dichlorobenzene 52.0 ug/kg 50.0 104 75-125
Dichlorodifluoromethane 58.6 ug/kg 50.0 117 75-125
1,1-Dichloroethane 55.2 ug/kg 50.0 110 75-125
1,2-Dichloroethane (EDC) 43.0 ug/kg 50.0 86.1 75-125
1,1-Dichloroethene 55.1 ug/kg 50.0 110 75-125
cis-1,2-Dichloroethene 51.4 ug/kg 50.0 103 75-125
trans-1,2-Dichloroethene 51.8 ug/kg 50.0 104 75-125
1,2-Dichloropropane 44.3 ug/kg 50.0 88.6 75-125
1,3-Dichloropropane 50.8 ug/kg 50.0 102 75-125
2,2-Dichloropropane 52.0 ug/kg 50.0 104 75-125
1,1-Dichloropropene 44.6 ug/kg 50.0 89.2 75-125
cis-1,3-Dichloropropene 44.4 ug/kg 50.0 88.8 75-125
trans-1,3-Dichloropropene 40.7 ug/kg 50.0 81.4 75-125
Ethylbenzene 48.4 ug/kg 50.0 96.9 75-125
Hexachlorobutadiene 53.5 ug/kg 50.0 107 75-125
Isopropylbenzene 54.4 ug/kg 50.0 109 75-125
p-Isopropyltoluene 54.7 ug/kg 50.0 109 75-125
Methyl-tert-butyl ether (MTBE) 55.9 ug/kg 50.0 112 75-125 Methylene chloride (DCM) 62.3 ug/kg 50.0 125 75-125
Naphthalene 54.2 ug/kg 50.0 108 75-125
n-Propylbenzene 54.4 ug/kg 50.0 109 75-125
Styrene 50.2 ug/kg 50.0 100 75-125

Page 68 of 75 ends

The contents of this report apply to the sample(s) analyzed in accordance with the chain of custody document.

No duplication of this report is allowed, except in its entirety without written approval of the laboratory. Page 68 of 75

Page 989 of 1981 ends

Attention:

Reported:

Weis Environmental LLC
1938 Kellogg Ave. Ste 116
Carlsbad, CA 92008 Dan Weis
02/04/2022 13:12
Project Number: [none]
AETL Job Number: BDA0214 25250 La Paz Road
Laguna Hills, CA
Site:

Project Name: La Paz Village
Result RL Units
Spike
Level
Source
Result %REC
%REC
Limits RPD
RPD
Analyte Limit Qualifier
Quality Control Results
Volatile Organic Compounds (EPA 8260B)
Batch: B2A0505 - 5030 (Continued) Prepared: 01/31/2022 11:54 LCS (B2A0505-BS1) Analyzed: 02/01/2022 02:22
1,1,1,2-Tetrachloroethane 48.2 ug/kg 50.0 96.3 75-125
1,1,2,2-Tetrachloroethane 49.7 ug/kg 50.0 99.5 75-125
Tetrachloroethene 48.7 ug/kg 50.0 97.5 75-125
Toluene (Methyl benzene) 47.2 ug/kg 50.0 94.5 75-125
1,2,3-Trichlorobenzene 51.8 ug/kg 50.0 104 75-125
1,2,4-Trichlorobenzene 49.8 ug/kg 50.0 99.6 75-125
1,1,1-Trichloroethane 43.4 ug/kg 50.0 86.7 75-125
1,1,2-Trichloroethane 42.6 ug/kg 50.0 85.2 75-125
Trichloroethene 42.6 ug/kg 50.0 85.2 75-125
Trichlorofluoromethane 62.5 ug/kg 50.0 125 75-125
1,2,3-Trichloropropane 56.0 ug/kg 50.0 112 75-125
1,2,4-Trimethylbenzene 54.0 ug/kg 50.0 108 75-125
1,3,5-Trimethylbenzene 54.8 ug/kg 50.0 110 75-125
Vinyl chloride (Chloroethene) 59.4 ug/kg 50.0 119 75-125 o-Xylene 45.4 ug/kg 50.0 90.8 75-125
m,p-Xylenes 95.4 ug/kg 100 95.4 75-125
Surrogate: Bromofluorobenzene 50.6 ug/kg 50.0 101 75-125 Surrogate: Dibromofluoromethane 59.5 ug/kg 50.0 119 75-125 Surrogate: Toluene-d8 56.5 ug/kg 50.0 113 75-125
LCSD (B2A0505-BSD1) Analyzed: 02/01/2022 03:01
Benzene 42.2 ug/kg 50.0 84.3 75-125 3.36 20
Bromobenzene (Phenyl bromide) 52.9 ug/kg 50.0 106 75-125 1.05 20 Bromochloromethane 48.1 ug/kg 50.0 96.1 75-125 1.10 20
Bromodichloromethane 41.4 ug/kg 50.0 82.8 75-125 2.48 20 Bromoform (Tribromomethane) 35.0 ug/kg 50.0 70.0 75-125 2.90 20 BS n-Butylbenzene 52.2 ug/kg 50.0 104 75-125 3.84 20
sec-Butylbenzene 52.7 ug/kg 50.0 105 75-125 2.05 20
tert-Butylbenzene 54.3 ug/kg 50.0 109 75-125 1.17 20
Carbon tetrachloride 43.6 ug/kg 50.0 87.1 75-125 3.05 20 Chlorobenzene 47.3 ug/kg 50.0 94.6 75-125 3.00 20
Chloroethane 63.4 ug/kg 50.0 127 75-125 3.26 20 BS
Chloroform (Trichloromethane) 51.8 ug/kg 50.0 104 75-125 2.18 20 2-Chlorotoluene 53.6 ug/kg 50.0 107 75-125 2.74 20
4-Chlorotoluene 53.1 ug/kg 50.0 106 75-125 1.42 20
1,2-Dibromo-3-chloropropane
(DBCP)

53.8 ug/kg 50.0 108 75-125 1.99 20
Dibromochloromethane 48.0 ug/kg 50.0 96.1 75-125 <1.00 20 1,2-Dibromoethane (EDB) 48.5 ug/kg 50.0 96.9 75-125 <1.00 20 Dibromomethane 42.2 ug/kg 50.0 84.3 75-125 2.14 20
1,2-Dichlorobenzene 53.0 ug/kg 50.0 106 75-125 <1.00 20 1,3-Dichlorobenzene 50.0 ug/kg 50.0 100 75-125 2.45 20
1,4-Dichlorobenzene 51.0 ug/kg 50.0 102 75-125 1.94 20

Page 69 of 75 ends

The contents of this report apply to the sample(s) analyzed in accordance with the chain of custody document.

No duplication of this report is allowed, except in its entirety without written approval of the laboratory. Page 69 of 75

Page 990 of 1981 ends

Attention:

Reported:

Weis Environmental LLC
1938 Kellogg Ave. Ste 116
Carlsbad, CA 92008 Dan Weis
02/04/2022 13:12
Project Number: [none]
AETL Job Number: BDA0214 25250 La Paz Road
Laguna Hills, CA
Site:

Project Name: La Paz Village
Result RL Units
Spike
Level
Source
Result %REC
%REC
Limits RPD
RPD
Analyte Limit Qualifier
Quality Control Results
Volatile Organic Compounds (EPA 8260B)
Batch: B2A0505 - 5030 (Continued) Prepared: 01/31/2022 11:54 LCSD (B2A0505-BSD1) Analyzed: 02/01/2022 03:01
Dichlorodifluoromethane 56.2 ug/kg 50.0 112 75-125 4.16 20 1,1-Dichloroethane 53.8 ug/kg 50.0 108 75-125 2.40 20
1,2-Dichloroethane (EDC) 42.3 ug/kg 50.0 84.7 75-125 1.66 20 1,1-Dichloroethene 53.2 ug/kg 50.0 106 75-125 3.47 20
cis-1,2-Dichloroethene 50.9 ug/kg 50.0 102 75-125 <1.00 20 trans-1,2-Dichloroethene 51.8 ug/kg 50.0 104 75-125 <1.00 20 1,2-Dichloropropane 43.5 ug/kg 50.0 87.1 75-125 1.78 20 1,3-Dichloropropane 50.8 ug/kg 50.0 102 75-125 <1.00 20 2,2-Dichloropropane 49.7 ug/kg 50.0 99.3 75-125 4.57 20 1,1-Dichloropropene 42.6 ug/kg 50.0 85.2 75-125 4.61 20 cis-1,3-Dichloropropene 43.5 ug/kg 50.0 87.0 75-125 1.98 20 trans-1,3-Dichloropropene 40.0 ug/kg 50.0 79.9 75-125 1.83 20 Ethylbenzene 47.2 ug/kg 50.0 94.4 75-125 2.59 20
Hexachlorobutadiene 51.8 ug/kg 50.0 104 75-125 3.34 20
Isopropylbenzene 52.5 ug/kg 50.0 105 75-125 3.65 20
p-Isopropyltoluene 52.6 ug/kg 50.0 105 75-125 3.97 20
Methyl-tert-butyl ether (MTBE) 55.8 ug/kg 50.0 112 75-125 <1.00 20 Methylene chloride (DCM) 61.9 ug/kg 50.0 124 75-125 <1.00 20 Naphthalene 54.8 ug/kg 50.0 110 75-125 1.06 20
n-Propylbenzene 52.6 ug/kg 50.0 105 75-125 3.50 20
Styrene 48.9 ug/kg 50.0 97.7 75-125 2.76 20
1,1,1,2-Tetrachloroethane 47.9 ug/kg 50.0 95.8 75-125 <1.00 20 1,1,2,2-Tetrachloroethane 50.6 ug/kg 50.0 101 75-125 1.67 20 Tetrachloroethene 47.6 ug/kg 50.0 95.3 75-125 2.24 20
Toluene (Methyl benzene) 45.7 ug/kg 50.0 91.4 75-125 3.31 20 1,2,3-Trichlorobenzene 51.8 ug/kg 50.0 104 75-125 <1.00 20 1,2,4-Trichlorobenzene 48.7 ug/kg 50.0 97.3 75-125 2.28 20 1,1,1-Trichloroethane 41.3 ug/kg 50.0 82.7 75-125 4.75 20 1,1,2-Trichloroethane 41.5 ug/kg 50.0 83.0 75-125 2.57 20 Trichloroethene 40.4 ug/kg 50.0 80.8 75-125 5.23 20
Trichlorofluoromethane 60.0 ug/kg 50.0 120 75-125 4.13 20 1,2,3-Trichloropropane 56.3 ug/kg 50.0 113 75-125 <1.00 20 1,2,4-Trimethylbenzene 53.1 ug/kg 50.0 106 75-125 1.74 20 1,3,5-Trimethylbenzene 53.5 ug/kg 50.0 107 75-125 2.46 20 Vinyl chloride (Chloroethene) 57.2 ug/kg 50.0 114 75-125 3.72 20 o-Xylene 45.4 ug/kg 50.0 90.8 75-125 <1.00 20
m,p-Xylenes 92.6 ug/kg 100 92.6 75-125 3.04 20
Surrogate: Bromofluorobenzene 50.7 ug/kg 50.0 101 75-125 Surrogate: Dibromofluoromethane 60.9 ug/kg 50.0 122 75-125 Surrogate: Toluene-d8 56.0 ug/kg 50.0 112 75-125

Page 70 of 75 ends

The contents of this report apply to the sample(s) analyzed in accordance with the chain of custody document.

No duplication of this report is allowed, except in its entirety without written approval of the laboratory. Page 70 of 75

Page 991 of 1981 ends

Attention:

Reported:

Weis Environmental LLC
1938 Kellogg Ave. Ste 116
Carlsbad, CA 92008 Dan Weis
02/04/2022 13:12
Project Number: [none]
AETL Job Number: BDA0214 25250 La Paz Road
Laguna Hills, CA
Site:

25.2 ug/kg 50.0 0.00 50.5 75-125 M
Dibromochloromethane 32.5 ug/kg 50.0 0.00 65.1 75-125 M 1,2-Dibromoethane (EDB) 29.3 ug/kg 50.0 0.00 58.6 75-125 M Dibromomethane 28.0 ug/kg 50.0 0.00 55.9 75-125 M
1,2-Dichlorobenzene 36.8 ug/kg 50.0 0.00 73.6 75-125 M
1,3-Dichlorobenzene 36.0 ug/kg 50.0 0.00 72.1 75-125 M
1,4-Dichlorobenzene 37.0 ug/kg 50.0 0.00 74.1 75-125 M
Dichlorodifluoromethane 38.8 ug/kg 50.0 0.00 77.6 75-125 1,1-Dichloroethane 36.2 ug/kg 50.0 0.00 72.4 75-125 M
1,2-Dichloroethane (EDC) 30.0 ug/kg 50.0 0.00 60.0 75-125 M 1,1-Dichloroethene 35.4 ug/kg 50.0 0.00 70.8 75-125 M
cis-1,2-Dichloroethene 33.1 ug/kg 50.0 0.00 66.2 75-125 M trans-1,2-Dichloroethene 32.8 ug/kg 50.0 0.00 65.5 75-125 M 1,2-Dichloropropane 31.4 ug/kg 50.0 0.00 62.9 75-125 M
1,3-Dichloropropane 32.4 ug/kg 50.0 0.00 64.9 75-125 M
2,2-Dichloropropane 33.7 ug/kg 50.0 0.00 67.4 75-125 M
1,1-Dichloropropene 32.7 ug/kg 50.0 0.00 65.3 75-125 M
cis-1,3-Dichloropropene 30.8 ug/kg 50.0 0.00 61.7 75-125 M trans-1,3-Dichloropropene 28.1 ug/kg 50.0 0.00 56.2 75-125 M Ethylbenzene 34.6 ug/kg 50.0 0.00 69.3 75-125 M
Hexachlorobutadiene 38.8 ug/kg 50.0 0.00 77.5 75-125
Isopropylbenzene 40.0 ug/kg 50.0 0.00 80.0 75-125
p-Isopropyltoluene 39.6 ug/kg 50.0 0.00 79.2 75-125
Methyl-tert-butyl ether (MTBE) 33.9 ug/kg 50.0 0.00 67.9 75-125 M Methylene chloride (DCM) 42.2 ug/kg 50.0 0.00 84.4 75-125 Naphthalene 29.2 ug/kg 50.0 0.00 58.4 75-125 M
n-Propylbenzene 39.8 ug/kg 50.0 0.00 79.6 75-125
Styrene 34.8 ug/kg 50.0 0.00 69.5 75-125 M

Page 71 of 75 ends

The contents of this report apply to the sample(s) analyzed in accordance with the chain of custody document.

No duplication of this report is allowed, except in its entirety without written approval of the laboratory. Page 71 of 75

Page 992 of 1981 ends

Attention:

Reported:

Weis Environmental LLC
1938 Kellogg Ave. Ste 116
Carlsbad, CA 92008 Dan Weis
02/04/2022 13:12
Project Number: [none]
AETL Job Number: BDA0214 25250 La Paz Road
Laguna Hills, CA
Site:

Project Name: La Paz Village
Result RL Units
Spike
Level
Source
Result %REC
%REC
Limits RPD
RPD
Analyte Limit Qualifier
Quality Control Results
Volatile Organic Compounds (EPA 8260B)
MDL
Batch: B2A0505 - 5030 (Continued) Prepared: 01/31/2022 11:54 Matrix Spike (B2A0505-MS1) Source: BDA0214-15 Analyzed: 02/01/2022 08:51 1,1,1,2-Tetrachloroethane 35.2 ug/kg 50.0 0.00 70.3 75-125 M 1,1,2,2-Tetrachloroethane 28.1 ug/kg 50.0 0.00 56.3 75-125 M Tetrachloroethene 33.6 ug/kg 50.0 0.00 67.3 75-125 M
Toluene (Methyl benzene) 33.1 ug/kg 50.0 0.00 66.2 75-125 M 1,2,3-Trichlorobenzene 34.9 ug/kg 50.0 0.00 69.8 75-125 M 1,2,4-Trichlorobenzene 34.2 ug/kg 50.0 0.00 68.5 75-125 M 1,1,1-Trichloroethane 33.2 ug/kg 50.0 0.00 66.5 75-125 M 1,1,2-Trichloroethane 27.7 ug/kg 50.0 0.00 55.3 75-125 M Trichloroethene 30.6 ug/kg 50.0 0.00 61.2 75-125 M
Trichlorofluoromethane 44.1 ug/kg 50.0 0.00 88.1 75-125 1,2,3-Trichloropropane 31.1 ug/kg 50.0 0.00 62.3 75-125 M 1,2,4-Trimethylbenzene 39.2 ug/kg 50.0 0.00 78.4 75-125 1,3,5-Trimethylbenzene 40.0 ug/kg 50.0 0.00 80.1 75-125 Vinyl chloride (Chloroethene) 35.8 ug/kg 50.0 0.00 71.6 75-125 M o-Xylene 33.0 ug/kg 50.0 0.00 65.9 75-125 M
m,p-Xylenes 67.6 ug/kg 100 0.00 67.6 75-125 M
Surrogate: Bromofluorobenzene 51.0 ug/kg 50.0 102 75-125 Surrogate: Dibromofluoromethane 59.0 ug/kg 50.0 118 75-125 Surrogate: Toluene-d8 54.7 ug/kg 50.0 109 75-125
Matrix Spike Dup (B2A0505-MSD1) Source: BDA0214-15 Analyzed: 02/01/2022 09:30 Benzene 30.7 ug/kg 50.0 0.00 61.5 75-125 <1.00 20 M
Bromobenzene (Phenyl bromide) 37.2 ug/kg 50.0 0.00 74.4 75-125 2.05 20 M Bromochloromethane 29.5 ug/kg 50.0 0.00 59.1 75-125 <1.00 20 M Bromodichloromethane 29.9 ug/kg 50.0 0.00 59.8 75-125 5.43 20 M Bromoform (Tribromomethane) 32.0 ug/kg 50.0 0.00 64.0 75-125 3.17 20 M n-Butylbenzene 37.7 ug/kg 50.0 0.00 75.3 75-125 <1.00 20 sec-Butylbenzene 38.3 ug/kg 50.0 0.00 76.6 75-125 2.63 20 tert-Butylbenzene 39.8 ug/kg 50.0 0.00 79.7 75-125 1.32 20 Carbon tetrachloride 32.9 ug/kg 50.0 0.00 65.8 75-125 5.04 20 M Chlorobenzene 33.8 ug/kg 50.0 0.00 67.6 75-125 <1.00 20 M Chloroethane 43.0 ug/kg 50.0 0.00 86.0 75-125 3.33 20
Chloroform (Trichloromethane) 35.1 ug/kg 50.0 0.00 70.3 75-125 2.31 20 M 2-Chlorotoluene 39.0 ug/kg 50.0 0.00 78.0 75-125 5.05 20 4-Chlorotoluene 37.4 ug/kg 50.0 0.00 74.8 75-125 1.98 20 M 1,2-Dibromo-3-chloropropane
(DBCP)

25.9 ug/kg 50.0 0.00 51.8 75-125 2.62 20 M
Dibromochloromethane 31.6 ug/kg 50.0 0.00 63.2 75-125 2.90 20 M 1,2-Dibromoethane (EDB) 29.0 ug/kg 50.0 0.00 58.0 75-125 1.03 20 M Dibromomethane 27.3 ug/kg 50.0 0.00 54.6 75-125 2.35 20 M 1,2-Dichlorobenzene 36.3 ug/kg 50.0 0.00 72.6 75-125 1.37 20 M 1,3-Dichlorobenzene 36.8 ug/kg 50.0 0.00 73.6 75-125 2.03 20 M 1,4-Dichlorobenzene 36.2 ug/kg 50.0 0.00 72.4 75-125 2.21 20 M

Page 72 of 75 ends

The contents of this report apply to the sample(s) analyzed in accordance with the chain of custody document.

No duplication of this report is allowed, except in its entirety without written approval of the laboratory. Page 72 of 75

Page 993 of 1981 ends

Attention:

Reported:

Weis Environmental LLC
1938 Kellogg Ave. Ste 116
Carlsbad, CA 92008 Dan Weis
02/04/2022 13:12
Project Number: [none]
AETL Job Number: BDA0214 25250 La Paz Road
Laguna Hills, CA
Site:

Project Name: La Paz Village
Result RL Units
Spike
Level
Source
Result %REC
%REC
Limits RPD
RPD
Analyte Limit Qualifier
Quality Control Results
Volatile Organic Compounds (EPA 8260B)
MDL
Batch: B2A0505 - 5030 (Continued) Prepared: 01/31/2022 11:54 Matrix Spike Dup (B2A0505-MSD1) Source: BDA0214-15 Analyzed: 02/01/2022 09:30 Dichlorodifluoromethane 38.6 ug/kg 50.0 0.00 77.1 75-125 <1.00 20 1,1-Dichloroethane 35.6 ug/kg 50.0 0.00 71.2 75-125 1.73 20 M 1,2-Dichloroethane (EDC) 28.7 ug/kg 50.0 0.00 57.5 75-125 4.22 20 M 1,1-Dichloroethene 34.9 ug/kg 50.0 0.00 69.8 75-125 1.42 20 M cis-1,2-Dichloroethene 33.4 ug/kg 50.0 0.00 66.7 75-125 <1.00 20 M trans-1,2-Dichloroethene 33.7 ug/kg 50.0 0.00 67.5 75-125 2.89 20 M 1,2-Dichloropropane 30.7 ug/kg 50.0 0.00 61.5 75-125 2.32 20 M 1,3-Dichloropropane 32.2 ug/kg 50.0 0.00 64.5 75-125 <1.00 20 M 2,2-Dichloropropane 32.0 ug/kg 50.0 0.00 64.1 75-125 5.08 20 M 1,1-Dichloropropene 31.7 ug/kg 50.0 0.00 63.3 75-125 3.08 20 M cis-1,3-Dichloropropene 30.0 ug/kg 50.0 0.00 59.9 75-125 2.86 20 M trans-1,3-Dichloropropene 26.9 ug/kg 50.0 0.00 53.8 75-125 4.51 20 M Ethylbenzene 34.6 ug/kg 50.0 0.00 69.2 75-125 <1.00 20 M Hexachlorobutadiene 37.7 ug/kg 50.0 0.00 75.5 75-125 2.69 20 Isopropylbenzene 38.9 ug/kg 50.0 0.00 77.8 75-125 2.76 20 p-Isopropyltoluene 38.9 ug/kg 50.0 0.00 77.8 75-125 1.73 20 Methyl-tert-butyl ether (MTBE) 33.2 ug/kg 50.0 0.00 66.4 75-125 2.21 20 M Methylene chloride (DCM) 41.8 ug/kg 50.0 0.00 83.7 75-125 <1.00 20 Naphthalene 30.1 ug/kg 50.0 0.00 60.2 75-125 3.04 20 M
n-Propylbenzene 38.3 ug/kg 50.0 0.00 76.6 75-125 3.87 20 Styrene 34.3 ug/kg 50.0 0.00 68.7 75-125 1.27 20 M
1,1,1,2-Tetrachloroethane 34.6 ug/kg 50.0 0.00 69.3 75-125 1.49 20 M 1,1,2,2-Tetrachloroethane 27.5 ug/kg 50.0 0.00 55.0 75-125 2.34 20 M Tetrachloroethene 33.5 ug/kg 50.0 0.00 67.0 75-125 <1.00 20 M Toluene (Methyl benzene) 32.9 ug/kg 50.0 0.00 65.9 75-125 <1.00 20 M 1,2,3-Trichlorobenzene 34.5 ug/kg 50.0 0.00 69.0 75-125 1.18 20 M 1,2,4-Trichlorobenzene 34.4 ug/kg 50.0 0.00 68.9 75-125 <1.00 20 M 1,1,1-Trichloroethane 32.0 ug/kg 50.0 0.00 64.1 75-125 3.68 20 M 1,1,2-Trichloroethane 27.1 ug/kg 50.0 0.00 54.1 75-125 2.23 20 M Trichloroethene 29.7 ug/kg 50.0 0.00 59.4 75-125 3.08 20 M Trichlorofluoromethane 41.9 ug/kg 50.0 0.00 83.8 75-125 5.07 20 1,2,3-Trichloropropane 30.3 ug/kg 50.0 0.00 60.6 75-125 2.80 20 M 1,2,4-Trimethylbenzene 39.1 ug/kg 50.0 0.00 78.2 75-125 <1.00 20 1,3,5-Trimethylbenzene 39.4 ug/kg 50.0 0.00 78.9 75-125 1.54 20 Vinyl chloride (Chloroethene) 35.2 ug/kg 50.0 0.00 70.4 75-125 1.61 20 M o-Xylene 32.7 ug/kg 50.0 0.00 65.3 75-125 <1.00 20 M
m,p-Xylenes 66.8 ug/kg 100 0.00 66.8 75-125 1.09 20 M
Surrogate: Bromofluorobenzene 50.6 ug/kg 50.0 101 75-125 Surrogate: Dibromofluoromethane 59.7 ug/kg 50.0 119 75-125 Surrogate: Toluene-d8 55.5 ug/kg 50.0 111 75-125

Page 73 of 75 ends

The contents of this report apply to the sample(s) analyzed in accordance with the chain of custody document.

No duplication of this report is allowed, except in its entirety without written approval of the laboratory. Page 73 of 75

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Attention:

Reported:

Weis Environmental LLC
1938 Kellogg Ave. Ste 116
Carlsbad, CA 92008 Dan Weis
02/04/2022 13:12
Project Number: [none]
AETL Job Number: BDA0214 25250 La Paz Road
Laguna Hills, CA
Site:

Project Name: La Paz Village
Qualifiers and Definitions
Item Qualifiers
The recovery of this analyte in LCS and/or LCSD was outside control limit. Sample was accepted based on the remaining LCSand/or LCSD.

BS
The spike recovery for this QC sample is outside of established control limits possibly due to sample matrix interference.

Laboratory Control Samples(LCS/LCSD) recovery were acceptable.

M
S6 Surrogate recovery is outside control limits due to matrix interference.

Item Definitions
% wt Percent Weight
%REC Percent Recovery
°F Degrees Fahrenheit
AETL American Environmental Testing Laboratory, LLC
C Carbon
CARB California Air Resources Board
COC Chain of Custody
CRM Certified Reference Material
DPD Department of Planning and Development
DRO Diesel Range Organics
Dup Duplicate
ELAP Environmental Laboratory Accreditation Program
EPA Environmental Protection Agency
GC/FID Gas Chromatography Flame Ionization Detection
GRO Gasoline Range Organics
HC Hydrocarbon
HEM Hexane Extractable Material
HMU Hazardous Material Unit
ICP/MS Inductively Coupled Plasma Mass Spectrometry
LACSD Los Angeles County Sanitation Districts
Laboratory Control Sample - A sample matrix, free from the analytes of interest, spiked with verified known amounts of analytes.

LCS
LCSD Laboratory Control Sample Duplicate - A replicate of Laboratory Control Sample.

LOQ Limit of Quantitation
Method Detection Limit - The minimum measured concentration of a substance that can be reported with 99% confidence.

MDL is statistically derived number which is specific for each instrument, each method and each compound.

MDL
mg/kg Miligrams per Kilogram
mg/L Miligrams per Liter
ml/L/hr Milliliter per Liter per Hour
MRO Motor oil Range Organics
[TOC_1]Qualifiers and
Definitions[TOC]

Page 74 of 75 ends

The contents of this report apply to the sample(s) analyzed in accordance with the chain of custody document.

No duplication of this report is allowed, except in its entirety without written approval of the laboratory. Page 74 of 75

Page 995 of 1981 ends

Attention:

Reported:

Weis Environmental LLC
1938 Kellogg Ave. Ste 116
Carlsbad, CA 92008 Dan Weis
02/04/2022 13:12
Project Number: [none]
AETL Job Number: BDA0214 25250 La Paz Road
Laguna Hills, CA
Site:

Project Name: La Paz Village
Matrix Spike - A sample prepared, taken through all sample preparation and analytical steps of the procedure and analyzed as an independent test results.

MS
MSD Matrix Spike Duplicate - A replicate of Matrix Spike Sample.

N No
ND Analyte is not detected below Method Detection Limit. ng/m3 Nanograms per cubic meter
NIOSH National Institute for Occupational Safety and Health nL/L Nanoliters per Liter
NTU Nephelometric Turbidity Units
Ohm-cm Ohms per centimeter
ORO Oil Range Organics
OSHA Occupational Safety and Health Administration
PCB Polychlorinated Biphenyl
PSU Practical Salinity Unit
Reporting Limit - The lowest concentration at which an analyte can be detected in a sample and its concentration can be reported with a specified degree of confidence, accuracy and precision. For usage at AETL, RL is equivalant to LOQ.

RL
RPD Relative Percent Difference
SIM Selective Ion Monitoring
SM Standard Method
SPLP Synthetic Precipitation Leaching Procedure
STLC Soluble Threshold Limit Concentration
TCLP Toxicity Characteristic Leaching Procedure
TPH Total Petroleum Hydrocarbons
TTLC Total Threshold Limit Concentrations
ug/kg Micrograms per Kilogram
ug/L Micrograms per Liter
ug/m3 Micrograms per cubic meter
WET Waste Extraction Test
Y Yes
ZHE Zero Headspace Extraction

Page 75 of 75 ends

The contents of this report apply to the sample(s) analyzed in accordance with the chain of custody document.

No duplication of this report is allowed, except in its entirety without written approval of the laboratory. Page 75 of 75

Page 996 of 1981 ends

Laboratory Name: Baseline Analytical Services
Address: P.O. Box 2243
Huntington Beach, California 92647
Telephone: (714) 273-2955
Authorized Signature
Name, Title (print) Brian Kato, Laboratory Director
Signature, Date
Laboratory Project Number: 25250
Client Name: Weis Environmental, LLC
Project Name: 25250 La Paz Road
Project Address: 25250 La Paz Road
Laguna Hills, California
Date(s) Sampled:

Date(s) Received:

Date(s) Reported:

Chain of Custody Received: Yes
Comments
California Regional Water Quality Control Board/DTSC
Laboratory Report Form (Cover Page 1 )
1/27/2022
1/27/2022
1/27/2022

Page 1 ends

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Organic Analyses Number of Samples Number of Samples Subcontracted TO-15 (SIM), Chlorinated VOC's in Air 14
Sample Condition: good
Inorganic Analyses Number of Samples Number of Samples Subcontracted Sample Condition:

Microbiological Analyses Number of Samples Number of Samples Subcontracted Sample Condition:

Other Types of Analyses Number of Samples
Sample Condition:

Laboratory Report Form (Cover Page 2 )
California Regional Water Quality Control Board/DTSC

Page 2 ends

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Project Name: 25250 La Paz Road
METHOD: TO-15 (SIM) MATRIX: Air REPORTING UNITS: mg/m3
DATE ANALYZED: 27-Jan-22 27-Jan-22 27-Jan-22 27-Jan-22 27-Jan-22 27-Jan-22 27-Jan-22 DILUTION FACTOR: 1 1 1 1 1 1 1
Sample ID: SS1 SS2 B1-5 B1-15 B2-5 B2-15 B3-5
UNITS: mg/m3
mg/m3mg/m3mg/m3mg/m3mg/m3mg/m3mg/m3

ANALYTE
1,1-Dichloroethene ND ND ND ND ND ND ND 0.82
cis-1,2-Dichloroethene ND ND ND ND ND ND ND 0.82
trans-1,2-Dichloroethene ND ND ND ND ND ND ND 0.75
Tetrachloroethene 140 8100 1200 530 2.9 13 1400 0.82
Trichloroethene ND ND ND ND ND ND ND 0.91
Vinyl Chloride ND ND ND ND ND ND ND 0.11
Sample ID: SS1 SS2 B1-5 B1-15 B2-5 B2-15 B3-5
QC Parameter: Recovery Recovery Recovery Recovery Recovery Recovery Recovery Units: % % % % % % %
99 98 97 95 96 90 95
Acceptable Range (%): 70-130 70-130 70-130 70-130 70-130 70-130 70-130 ND: Not detected at the indicated reporting limit (RL)
CRWQCB-LA MAY 1996 GUIDEBOOK: ANALYTICAL RESULTS FORM FOR ORGANICS Page 3

RESULTS FOR AIR ANALYSIS
Reporting
Limit
Surrogate: 4-Bromofluorobenzene:

Page 999 of 1981 ends

Project Name: 25250 La Paz Road
METHOD: TO-15 (SIM) MATRIX: Air REPORTING UNITS: mg/m3
DATE ANALYZED: 27-Jan-22 27-Jan-22 27-Jan-22 27-Jan-22 27-Jan-22 27-Jan-22 27-Jan-22 DILUTION FACTOR: 1 1 1 1 1 1 1
Sample ID: B3-15 B4-5 B4-15 B5-5 B5-15 B5-15
DUP
Equipment
Blank
UNITS: mg/m3
mg/m3mg/m3mg/m3mg/m3mg/m3mg/m3mg/m3

ANALYTE
1,1-Dichloroethene ND ND ND ND ND ND ND 0.82
cis-1,2-Dichloroethene ND ND ND ND ND ND ND 0.82
trans-1,2-Dichloroethene ND ND ND ND ND ND ND 0.75
Tetrachloroethene 12 1600 1900 1.9 ND ND ND 0.82
Trichloroethene ND ND ND ND ND ND ND 0.91
Vinyl Chloride ND ND ND ND ND ND ND 0.11
Sample ID: B3-15 B4-5 B4-15 B5-5 B5-15 B5-15 DUP Equipment Blank
QC Parameter: Recovery Recovery Recovery Recovery Recovery Recovery Recovery Units: % % % % % % %
96 99 90 92 95 94 98
Acceptable Range (%): 70-130 70-130 70-130 70-130 70-130 70-130 70-130 ND: Not detected at the indicated reporting limit (RL)
CRWQCB-LA MAY 1996 GUIDEBOOK: ANALYTICAL RESULTS FORM FOR ORGANICS Page 4

RESULTS FOR AIR ANALYSIS
Reporting
Limit
Surrogate: 4-Bromofluorobenzene:

Page 1000 of 1981 ends

Project Name: 25250 La Paz Road (MS Excel Duplicate of RWQCB LabForm10A; Ver12/96) II. Lab Control Sample (LCS)/Lab Control Sample Duplicate (LCSD) Date Performed:

Batch #: TO15- Method: EPA TO-15 (SIM)
Instrument ID: GCMS-TO15 Units: mg/m3

LCS/LCSD
Analyte Sample Spike LCS LCS Spike LCSD LCSD RPD Recovery Result Conc. (mg/m3
) Recovery Conc. (mg/m3) Recovery (%) Limits Limits
(mg/m3) (%) (mg/m3) (%) (%) (%)
1,1-Dichloroethene ND 10000 9330 93 10000 9170 92 2 65-130 0-15 cis-1,2-Dichloroethene ND 10000 9830 98 10000 9260 93 6 65-130 0-15 trans-1,2-Dichloroethene ND 10000 9110 91 10000 9430 94 3 65-130 0-15 Tetrachloroethene ND 10000 8710 87 10000 8820 88 1 65-130 0-15 Trichloroethene ND 10000 9220 92 10000 9030 90 2 65-130 0-15 Vinyl Chloride ND 10000 9450 95 10000 8870 89 6 65-130 0-15 CRWQCB-LA MAY 1996 GUIDEBOOK: ANALYTICAL RESULTS FORM FOR ORGANICS Page 5 QA/QC Report - Vapor Samples
27-Jan-22
27-Jan-22

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Project Name: 25250 La Paz Road (MS Excel Duplicate of RWQCB LabForm10A; Ver12/96) (1) Chain-of-Custody Record (COC)
(2) Field Notes
CRWQCB-LA MAY 1996 GUIDEBOOK: ANALYTICAL RESULTS FORM FOR ORGANICS Page 6

ATTACHMENT

Page 1002 of 1981 ends

25250 La Paz Road Project Name: Page 1 of 1
25250 La Paz Road Project
Address:

Laguna Hills, California
Report to: Dan Weis Project Dates: 01/27/22
Sampling
Start Date
Sampling
Start Time
Sampling
End Date
Sampling
End Time Initial Final
SS1 01/27/22 1030 01/27/22 1037 19 1 1.4 X 1 -30.0 -2.2 SS2 01/27/22 1045 01/27/22 1052 10 2 1.4 X 2 -30.0 -3.6 B1-5 01/27/22 1213 01/27/22 1220 9 3 1.4 X 3 -30.0 -2.1 B1-15 01/27/22 1220 01/27/22 1227 8 4 1.4 X 4 -30.0 -3.4 B2-5 01/27/22 1236 01/27/22 1243 11 5 1.4 X 5 -30.0 -3.1 B2-15 01/27/22 1243 01/27/22 1250 12 6 1.4 X 6 -30.0 -2.6 B3-5 01/27/22 1311 01/27/22 1318 7 7 1.4 X 7 -30.0 -2.4 B3-15 01/27/22 1318 01/27/22 1325 17 8 1.4 X 8 -30.0 -3.0 B4-5 01/27/22 1331 01/27/22 1338 3 9 1.4 X 9 -30.0 -4.0 B4-15 01/27/22 1338 01/27/22 1345 2 10 1.4 X 10 -30.0 -2.1 B5-5 01/27/22 1354 01/27/22 1401 15 11 1.4 X 11 -30.0 -2.9 B5-15 01/27/22 1401 01/27/22 1408 6 12 1.4 X 12 -30.0 -3.1 B5-15 DUP 01/27/22 1408 01/27/22 1415 1 13 1.4 X 13 -30.0 -2.8 Equipment Blank 01/27/22 0945 01/27/22 0952 16 14 1.4 X 14 -30.0 -2.8

1. Sampled and analyzed by: 2. Received by Turnaround Time:

Special Instructions/Notes:

Date/Time: Date/Times Above Signature: x________________________

3. Relinquished by 4. Received by
Date/Time: Date/Time:

Baseline Analytical Services
P. 0. Box 2243, Huntington Beach, CA 92647 Telephone: (714) 273-295 Canister Volume (L)
Laboratory Project #:

Signature: x________________________ Signature: x________________________ Sample ID
Signature: x________________________ Signature: x________________________ 25250
Canister Vacuum ("Hg)
Stainless Steel Canister ID (SSC-)Flow Controller ID (FC-)VOC's (TO-15 SIM)

CHAIN-OF-CUSTODY
RECORD
Analysis
Request Lab Sample Number
Client Information Project Information
25250 La Paz Road
25250 La Paz Road
Laguna Hills, California

Page 1003 of 1981 ends

Field Notes Page 1 of 1
Client Information Project Information Baseline Analytical Information Weis Environmental, LLC Project Name: Analyst Name: Brian Kato 1938 Kellogg Avenue, Suite 116 Project Address: Telephone: 714.273.2955 Carlsbad, California 92008
Report to: Dan Weis Start Date: 11/27/22 Email: [email protected] (1) Site Conditions: clear skies with no precipitation
(2) Vapor Well Construction:

Pack Specification Tubing Specification:
cm
Diameter: 2.00 inches 5.08 cm Outer Diameter: 0.25 inches 0.635 Height: 1.0 feet 30.48 cm Inner Diameter: 0.19 inches 0.483 Material: sand & dry bentonite Lengths: 6', 16' (includes above ground leads) (3) Purge Volume & Time Calculation
Component Diameter X-sect Length or Length or Volume Pack Volume Area Height Height X 0.35 Porosity (ml)
(cm) (cm2
) (ft) (cm) (ml) (ml)
5' bgs tubing 0.483 0.183 6.0 183 33.4 --- 100
5' bgs tubing 0.483 0.183 16.0 488 89.2 --- 267
Bentonite 5.08 20.26 1.0 30.5 617 216 648
Sand Pack 5.08 20.26 1.0 30.5 617 216 648
Total Pack Vol. --- --- --- --- --- --- 1297
Purge Time Calculation Purge flow rate (ml/min): 200
Purge Time for 3 Purge Volumes (min)
Total PV = Sand Pack Volume + 7.8
Tubing Volume 1.2
Porosity used for bentonite: 0.35
Purge Time = Total PV/Purge flow rate Total Pack volume equals sum of sand and bentonite pack volumes Purge Volume: Based on the 7/15/15 DTSC Soil Gas Advisory, remove 3 purge volumes prior to each sample collection (purge times shown above).

Comments/Observations/Special Instructions· Sampled and Analyzed by:
signature:______________________
Baseline Analytical Services
P. 0. Box 2243
Huntington Beach, California 92647 Phone: (714) 273-2955 5' bgs
25250 La Paz Road
25250 La Paz Road
Laguna Hills, California
A probe tip is set in a sand pack; the probe tip is attached to tubing that leads to the surface. The tubing ends are sealed with gas-tight plugs.

The Sub-slab VaporPin (trademark) is set to sample the soil gas directly beneath the concrete slab.

Volumes (3x)
Probe Depth
15' bgs

Page 1004 of 1981 ends

Attachment 2
Chronology of Key Dates

Page 1005 of 1981 ends

Chronology of Key Dates
• 2017 – Statutory Changes: (i) SB 35 - Affordable Housing Streamlining Act; (ii) AB 1397 - relating to sites a City can use to meet RHNA allocations. • January 1, 2020: Housing Crisis Act (SB 330) becomes effective; allows applicants for housing development projects to vest rights in development standards as of date of filing of new “Preliminary Application”; speeds up process. • September 29, 2021: Governor signed Assembly Bill 1398, reducing the time the City had to complete mandated rezoning needed to meet its sixth cycle RHNA from three years to one year from the applicable statutory deadline (as may be extended by the legislature) if a Housing Element Update found by HCD to be “substantially compliant” was not adopted by February 12, 2022 (i.e., within 120 days of the October 15, 2021 statutory deadline). (Deadlines were changed pursuant to SB 197 on June 30, 2023 – see reference below.) • October 15, 2021: Statutory deadline for City Council to adopt a substantially compliant Housing Element Update.
• November 5, 2021: City submitted initial draft Housing Element Update to HCD for 60-day review.
• January 4, 2022: HCD issued formal Housing Element review letter to City. • February 12, 2022: Original statutory deadline per AB 1398, by which City had to adopt a substantially compliant housing element update in order to be entitled to an approximately three-year period, instead of a one-year period, to complete the required rezoning (120 days from October 15, 2021). • April 19, 2022: Californians for Homeownership filed Lawsuit against City seeking writ of mandate to compel City to adopt a substantially compliant housing element and complete mandatory rezoning.
• May 3, 2022: City Council held second public workshop at a special meeting to discuss Housing Element Update and inventory of sites, reached consensus on specific parcels to include in the sites inventory, and directed Staff to prepare a revised third Public Review draft Housing Element for consideration at the May 24, 2022, City Council meeting.
• June 3, 2022: City submitted revised third draft Housing Element update to HCD for review.
• June 28, 2022: City Council held public hearing and adopted the 2021-2029 Housing Element Update based on draft submitted to HCD on June 3, 2022.

Page 1006 of 1981 ends

• June 30, 2022: Governor signs SB 197. This bill extended the deadline by which a city within the SCAG Region must complete its mandatory rezoning of Housing Element sites to approximately February 12, 2025, if that city adopts a Housing Element found by HCD to be in “substantial compliance” within one year of any deadline set by Cal. Gov. Code § 65888.
• July 7, 2022: City and Californians for Homeownership entered into Stipulated Judgment settling lawsuit; stipulation sets the City’s deadline to complete rezoning.
• July 15, 2022: Superior Court entered Order per Stipulated Judgment and sets the deadline to complete rezoning as follows: (a) 360 days after either HCD certification of the updated housing element or the date the City adopts findings pursuant to Government Code section 65585(f)(2); or (b) the timeframe to do so as provided by any applicable future amendment of state law, including, without limitation, the timeframe provided by Assembly Bill 197 if codified. • August 2, 2022: HCD provided a letter to the City stating that submitted adopted Housing Element is not in substantial compliance with State Housing Element law and providing comments.
• September 28, 2022: HCD provided a letter to the City with further comments on proposed amendments to Housing Element, particularly with respect to sites inventory and affirmatively further fair housing assessment. • October 15, 2022: Deadline under SB 197 for City to adopt a Housing Element in substantial compliance with State law.
• December 14, 2022: Applicant submitted a Builder’s Remedy Preliminary Application for 190-unit senior housing project. Applicant has 180 days from this date to submit a formal application.
• March 2, 2023: City staff submitted a revised Amended Housing Element to HCD with revisions based on HCD comments.
• May 8, 2023: HCD provided a letter to the City finding that, in HCD’s opinion, the Amended Housing Element meets the statutory requirements of state Housing Element Law, and that the City must complete the necessary rezoning to make sites identified in the Housing Element Sites Inventory available for high density residential development, prior to HCD certification of the Housing Element. • June 12, 2023: Applicant submitted formal project application to City. • July 2023 to April 2024: Applicant maked revisions to land use application and submittals for Project based on incompleteness letters from City Staff.

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• January 1, 2024: AB 1633 becomes effective – expedites CEQA review for “exempt” projects, creates an HAA violation for refusing in the face of supporting evidence to not approve exemption or EIR approval.
• April 18, 2024: City determined Project application to be complete. • April 26, 2024: Housing Element and Land Use Element amendments became effective.
• May 10, 2024: Rezoning Ordinance became effective.
• May 23, 2024: HCD Letter to City stating that it has reviewed the adopted revised Housing Element Update and rezoning ordinance and found Housing Element to be in substantial compliance with State Housing Element Law. • June 17, 2024: City Staff sent a letter to Applicant pursuant to Government Code Section 65589.5(j)(2)(A) identifying the City plans, programs, policies, ordinances, standards, and requirements with which the proposed Project is, or potentially is, inconsistent, not in compliance, or not in conformity with, both (a) if a Builder’s Remedy project and (b) if not a Builder’s Remedy project. • January 1, 2025: Effective date of new legislation taking more control away from cities:
o AB 1893 – among other changes, amended the Housing Accountability Act to define a “Builder’s Remedy” project, to lower the required percentage of affordable units for Builder’s Remedy projects, to deem a Builder’s Remedy project “in compliance” with applicable General Plan and zoning requirements, to redefine and expand what constitutes “disapproval” of a project, to expand penalties for HAA violations and to shorten compliance periods, and to alter what constitutes “bad faith” triggering penalties under the HAA to include “inaction” that is “entirely without merit…” o AB 1886 – delegated authority to HCD to determine “substantial compliance” of a Housing Element.
• May 23, 2025: Applicant revised the Project to reduce the number of affordable units from 36 (20%) low-income units to 18 (10%) very low-income units, pursuant to AB 1893.
• June 30, 2025 – AB 130 adopted effective July 1, 2025, made substantial changes to CEQA and the Permit Streamlining Act:
o CEQA Exempt infill projects were expanded via a detailed criteria for triggering the exemption PLUS Builder’s Remedy “deems” any such project

Page 1008 of 1981 ends

compliant with “applicable” general plan and zoning requirements.

Invocation of AB 130 requires the Project to be consistent with applicable general plan and zoning ordinances. If the Project is a “Builder’s Remedy” Project, the City’s general plan and zoning ordinances (that would affect the density of this project) are not applicable and thus the Project is by law “consistent” for purposes of AB 130 and this particular exemption from CEQA.
o While the Tribal consultation sequence was altered and deadlines shortened, AB 130 amended the Permit Streamlining Act to impose a requirement of a final approval/disapproval hearing on the project within 30 days of the end of the Tribal Consultation process.
o AB 130 also amended subdivision (a) of Section 65950 of the Government Code to provide, in pertinent part, as follows:
“(a) A public agency that is the lead agency for a development project shall approve or disapprove the project within . . . (7) Thirty days from the conclusion of the process outlined in subdivision (b) of Section 21080.66 of the Public Resources Code, if a development project is exempt from the California Environmental Quality Act (Division 13 (commencing with Section 21000) of the Public Resources Code) pursuant to Section 21080.66 of the Public Resources Code.” • July 15, 2025: Applicant invoked AB 130. Tribal consultation was substantively already accomplished under AB 52 in May 2025; counsel for City and Applicant subsequently agreed that the prior AB 52 process fulfills the requirements of AB 130 Tribal Consultation requirements under AB 130 and agreed concurrently to move any required final hearing under AB 130 from August 14 to September 23, 2025.

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Attachment 3
Project Plan Set

Page 1010 of 1981 ends

C 2025 WILLIAM HEZMALHALCH ARCHITECTS, INC. dba WHA. | 2021414 | 05-02-25 L P V I LLC LA PAZ VILLAGE SENIOR LIVING LAGUNA HILLS, CA CONCEPTUAL DESIGN

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C 2025 WILLIAM HEZMALHALCH ARCHITECTS, INC. dba WHA. | 2021414 | 05-02-25 L P V I LLC LA PAZ VILLAGE SENIOR LIVING LAGUNA HILLS, CA CONCEPTUAL DESIGN COVER SHEET RESIDENTIAL PARKING PROVIDED PARKING STALLS NOTE: PER LHMC BASED ON "SENIOR HOUSING PROJECT" REQUIRED PARKING FOR 180 UNITS WOULD EQUAL 271 SPACES. PROJECT INCLUDES MEMORY CARE AND ASSISTED LIVING OCCUPANTS WHO WILL NOT OPERATE A CAR. STUDIO 1 BEDROOM (BMR) 2 BEDROOM (BMR) 2 BEDROOM GUEST TOTAL RES. AND GUEST 246 SUSTAINABILITY PROJECT WILL COMPLY WITH CAL GREEN ACCESSIBILITY PROJECT WILL COMPLY WITH CA BUILDING CODE CHAPTER 11A - NO PUBLIC FUNDING STUDIO (BMR) 1 BEDROOM SHEET INDEX A-01 Cover Sheet C-1 Conceptual Site Plan C-2 Conceptual Grading Plan C-3 La Paz Road Sections C-4 Conceptual Utility Plan C-5 Parking Circulation Exhibit A-02 Basement Parking Level A-03 Level 1 / Street Level A-04 Level 2 A-05 Level 3 A-06 Level 4 A-07 Level 5 A-08 Roof Plan A-09 Site Section A-10 Building Sections A-11 Unit Floor Plans A-12 Unit Floor Plans A-13 Elevations A-14 Elevations A-15 Elevations A-16 Elevations A-17 Perspective Views A-18 Perspective Views A-19 Perspective Views A-20 Perspective Views A-21 Perspective Views A-22 Material Board L1 Landscape Design Imagery L2 Conceptual Landscape Plan Lev 1 L3 Conceptual Landscape Plan Lev 2 L4 Conceptual Irrigation Plan L5 Landscape Area Calculation Plan L6 Wall & Fence Plan (on grade) L7 Wall & Fence Plan (Lev 2) L8 Wall & Fence Schedule L9 Wall & Fence Schedule L10 Master Planting Palette PRELIMINARY LIGHTING LAYOUT PLAN 1 Title Sheet
2 Parking Garage Basement
3 Parking Garage Basement4 Parking Ground Level5 Parking Ground Level6 Exterior Ground Level 7 Exterior Ground Level THE PROPOSED PROJECT IS SUBMITTED UNDER THE HOUSING ACCOUNTABILITY ACT 65589.5 SUBDIVISION (D) RESIDENTS' PARKING INCLUDED 5 ACCESSIBLE STALLS 215 RESIDENTIAL STALLS X 2%=5 ACCESSIBLE STALLS, INCLUDING ONE ACCESSIBLE VAN PARKING 13 RESIDENTS' GUESTS PARKING INCLUDES 1 ACCESSIBLE VAN STALL 13X2%=1 A-01 VICINITY MAP PROJECT TEAM APPLICANT: La Paz Village Investors, LLC. ADDRESS: 1010 South El Camino Real, Suite 200 San Clemente, CA 92672 CONTACT: Nick Buchanan PHONE NUMBER: (949)441-7442 EMAIL: [email protected] ARCHITECT: WHA Inc. ADDRESS: 200 Commerce, Suite 200 Irvine, CA 92602 CONTACT: Ron Nestor PHONE NUMBER: (949)250-0607 ext. 8776 EMAIL: [email protected] CIVIL ENGINEER: C&V Counsulting, INC. ADDRESS: 9830 Irvine Center Drive Irvine, CA 92618 CONTACT: Ryan Bittner PHONE NUMBER: (949)369-6141 EMAIL: [email protected] LANDSCAPE ARCHITECT: C2 Collaborative ADDRESS: 100 Avenida Miramar San Clemente, CA 92672 CONTACT: Jack Haden PHONE NUMBER: (949)366-6624 EMAIL: [email protected] NUMBER OF DU NUMBER OF CAR/DU 14 7284
101
9 0 64211 / 15 DU 14
0840128
713
MFIQW\UH VW.

MDF.HQ]LH SW.
.QRWW\ PLQH RG.

LD PD] RG.PROJECT SITE UNASSIGNED 10 CODE CALIF TITLE 24, 2022 CALIF BLDG CODE, 2022 CALIF ELECT CODE, 2022 CALIF MECH CODE, 2022 CALIF PLUMB CODE, 2022 CALIF ENERGY CODE, 2022 CALIF FIRE CODE, 2022 CAL GREEN CODE, CALIF SB7 WATER SUB-METERING TOTAL RESIDENTIAL 233 1.30 CAR / DU PROVIDED EXCLUDED GUEST PARKING PROJECT DESCRIPTION: ZONING SUMMARY PROJECT SITE NFORMATION APN # SUBJECT SITE ADDRESS CURRENT ZONE GROSS LOT AREA LOT AREA (ACRE) SETBACKS PROPOSED PROJECT NOTES FRONT (BUILDING) STREET SIDE INTERIOR SIDE REAR DENSITY PLAN DESCRIPTION Q. 620-211-17 25260 LA PAZ ROAD, LAGUNA HILLS, CA 92653 (Retail Building) 2.554 AC 74 DU / AC MAXIMUM LOT COVERAGE 65,902 S.F. NUMBER OF STORIES 4 LEVEL RESIDENTIAL OVER 1 LEVEL PARKING & 1 LEVEL BASEMENT PARKING BUILDING HEIGHT GROSS AREA (SF) TOTAL G.A. (SF) S1 STUDIO 14 390 2.438 AC PRIVATE DECK (SF) UNIT SUMMARY EXISTING COMM. COMMERCIAL TOTAL PRIVATE DECK (SF) NUMBER OF RESIDENTIAL UNITS 180 DU 20'-0" 15'-0" 10'-0" 15'-0" 61'-4" FOUR - STORY TYPE V A OVER ONE LEVEL TYPE IA PODIUM PARKING, RESIDENTIAL UNITS, AMENITIES, PLUS ONE LEVEL TYPE IA BASEMENT PARKING. S1 (BMR) STUDIO 2 AFFORDABLE TO VERY LOW INCOME (50% OF AMI) GENERAL PLAN AND USE CC COMMUNITY COMMERCIAL ENTITLEMENT REQUEST: 180 SENIOR LIVING UNITS, INCLUDING 18 MEMORY CARE & 162 ASSISTED LIVING AND INDEPENDENT LIVING UNTS 62% OPEN SPACE CALCULATION AT GRADE COURTYARD COURTYARD OVER PODIUM ROOF TERRACE PRIVATE OPEN SPACE 1ST LEVEL/P1 PROPOSED PROJECT RESIDENTIAL BUILDING AREA F.A.R. OPEN SPACE CC COMMUNITY COMMERCIAL MINIMUM LANDSCAPE AREA 3,000 S.F. 650 S.F. 11,413 S.F. 1.97 29,682 S.F. 13,500 S.F. 14,619 S.F. 29,682 S.F. TOTAL OPEN SPACE 2ND LEVEL 3RD LEVEL 4TH LEVEL 5TH LEVEL TOTAL 19,744 S.F. 47,874 S.F. 46,868 S.F. 46,868 S.F. 46,558 S.F. 207,912 S.F. 5,460 780 390 RATIO NOTES LOT AREA (EXISTING RETAIL BUILDING):

EXISTING STRUCTURE USE: RETAIL / SERVICE ORIENTED BUSINESS 106,199 S.F. STRUCTURES TO BE DEMOLISHED: 28,780 S.F.
25250 LA PAZ ROAD, LAGUNA HILLS, CA 92653 (Cecilia's)25252 LA PAZ ROAD, LAGUNA HILLS, CA 92653 (Better Buzz Coffee) 620-211-18 620-211-15 HIGH DENSITY RESIDENTIAL 20'-0" 15'-0" 5'-0" 25'-0" THE PROPOSED PROJECT IS SUBMITTED UNDER THE HOUSING THE PROPOSED PROJECT IS SUBMITTED UNDER THE HOUSING ACCOUNTABILITY ACT 65589.5 SUBDIVISION (D) DENSITY AND F.A.R. AREA MEASURED BASED ON THE LOT NET AREA THE PROPOSED PROJECT IS PRESENTED PURSUANT TO GOVERNMENT CODE SECTION 65589.5 SUBDIVISION (D); ANY DISCREPANCIES BETWEEN THE PLANS AND REQUIREMENTS OF THAT SECTION ARE INADVERTENT AND SHALL BE INTERPRETED IN A MANNER THAT ENSURES COMPLIANCE WITH SECTION 65589.5 726 A3TOTAL A4 (BMR) 1 BED / 1 BATH 2 BED / 2 BATH A5 2 BED / 2 BATH B1 (BMR) B2 1 BED / 1 BATH 1 BED / 1 BATH 796 800 1,040 888 A1 (BMR) A2 1 BED / 1 BATH 1 BED / 1 BATH A6 1 BED / 1 BATH 11 3
1 4
3 753 180 519 575 772 726 A3 (BMR) 1 BED / 1 BATH A5 (BMR) 1 BED / 1 BATH 67 800 TOTAL 1 BEDROOM 93 52% 9.85% OF TWO BEDROOM ARE AFFORDABLE UNITS-TOTAL 7 TWO BEDROOMS 10% OF TOTAL UNITS ARE AFFORDABLE - TOTAL 18 DU TOTAL 2 BEDROOM 71 9 2,178 796 3,200 6,216 55,120 519 575 2,316 7,986 53,600 4871586078606071 484,757 174 420 4,134 180 660 284 6,199 5,214 11,413
72,762
71,104150,106 B1 2 BED / 2 BATH 11 888 9,768 60 660 TOTAL STUDIO 16 9% 6 10.3% OF STUDIO ARE AFFORDABLE UNITS - TOTAL 2 STUDIOS URBAN VILLAGE SPECIFIC PLAN 20'-0" 10'-0" 0' ABUTTING COMM'L / 10' ABUTTING RESIDTL. 10' ABUTTING COMM'L / 20' ABUTTING RESIDTL. HEIGHT 40'-0" 65'-0" 75'-0" 8 Exterior Ground Level Courtyard9 Exterior Level 2 Courtyard 10 Exterior Level 2 Courtyard 11 Lighting Fixture Details 12 Lighting Fixture Details 13 Lighting Fixture Details TOTAL PARKING PROVIDED 256 NO TANDEM PARKING IS PROPOSED BICYCLE PARKING PER CAL GREEN 1:15 TENANT PARKING SP. 11 REQ'D 11 PROV'D ACCOUNTABILITY ACT 65589.5 SUBDIVISION (D) PROPOSED PROJECT 20'-0" (BALCONY ENCROACHMENT: 2'-1") N/A 9'-6" / 35'-0" 31'-9" 61'-3" +/- BASEMENT/P2 0 S.F. PARKING 57,762 S.F. 41,012 S.F. 98,774 S.F. (10.4% of studios) A4 1 BED / 1 BATH 2 796 1,592 48 96 A5 (1.08% of 1BR) (3.23% of 1BR) (1.08% of 1BR) (4.30% of 1BR) (9.85% of 2BR) TOTAL BMR 18 (10% of TOTAL)
AFFORDABLE TO VERY LOW INCOME (50% OF AMI)AFFORDABLE TO VERY LOW INCOME (50% OF AMI)AFFORDABLE TO VERY LOW INCOME (50% OF AMI)AFFORDABLE TO VERY LOW INCOME (50% OF AMI)AFFORDABLE TO VERY LOW INCOME (50% OF AMI) 9.69% OF ONE BEDROOM ARE AFFORDABLE UNITS-TOTAL 9 ONE BEDROOMS

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0 SCALE: 1" = 30' 15 30 60 MECH/ELECT
MECH/ELECT R. ADA 3 R.ADA VAN 1 R.ADA VAN 5 G. 1 G.ADA. VAN 2 G. 2 G. 3 G. 6 G. 5 G. 4 G. 10 G. 11 G. 9 G. 8 G. 7 G. 12 R. ADA 2 R. ADA 1 R.ADA 4 U. 13 U. 12 U. 11 U. 10 U. 9 U. 8 U. 7 U. 6 U. 5 U. 3 U. 2 U. 1 R11 R27 U. 21 U. 22 U. 23 DN18R U. 20 R10 R9 R8 R7 R6 R5 R4 R3 R2 R1 R17 R16 R15 R14 R13 R12

Page 1013 of 1981 ends

0 SCALE: 1" = 30' 15 30 60 MECH/ELECT
MECH/ELECT R. ADA
3 R.ADA VAN 1 R.ADA VAN 5 G. 1 G.ADA. VAN 2 G. 2 G. 3 G. 6 G. 5 G. 4 G. 10 G. 11 G. 9 G. 8 G. 7 G. 12 R. ADA 2 R. ADA
1 R.ADA
4 U. 13 U. 12 U. 11 U. 10 U. 9 U. 8 U. 7 U. 6 U. 5 U. 3 U. 2 U. 1 R11 R27 U. 21 U. 22 U. 23 DN18R U. 20 R10 R9 R8 R7 R6 R5 R4 R3 R2 R1 R17 R16 R15 R14 R13 R12

STOP STOP

SIGNAL SIGNAL

AHEAD AHEAD

Page 1014 of 1981 ends

0 SCALE: 1" = 30' 15 30 60

Page 1015 of 1981 ends

0 SCALE: 1" = 30' 15 30 60

STOP STOP

SIGNAL SIGNAL

AHEAD AHEAD MECH/ELECT
MECH/ELECT R. ADA
3 R.ADA VAN 1 R.ADA VAN 5 G. 1 G.ADA. VAN 2 G. 2 G. 3 G. 6 G. 5 G. 4 G. 10 G. 11 G. 9 G. 8 G. 7 G. 12 R. ADA 2 R. ADA
1 R.ADA
4 U. 13 U. 12 U. 11 U. 10 U. 9 U. 8 U. 7 U. 6 U. 5 U. 3 U. 2 U. 1 R11 R27 U. 21 U. 22 U. 23 DN18R U. 20 R10 R9 R8 R7 R6 R5 R4 R3 R2 R1 R17 R16 R15 R14 R13 R12

Page 1016 of 1981 ends

0 SCALE: 1" = 30' 15 30 60 PARKING SUMMARY MECH/ELECT
MECH/ELECT R. ADA 3 R.ADA VAN 1 R.ADA VAN 5 G. 1 G.ADA. VAN 2 G. 2 G. 3 G. 6 G. 5 G. 4 G. 10 G. 11 G. 9 G. 8 G. 7 G. 12 R. ADA 2 R. ADA 1 R.ADA 4 U. 13 U. 12 U. 11 U. 10 U. 9 U. 8 U. 7 U. 6 U. 5 U. 3 U. 2 U. 1 R11 R27 U. 21 U. 22 U. 23 DN18R U. 20 R10 R9 R8 R7 R6 R5 R4 R3 R2 R1 R17 R16 R15 R14 R13 R12

TURN SP
NO PKG R18 R19 R20 R21 R22 R23 R24 R25 R26 R34 R33 R32 R31 R30 R29 R28 R35 R36 R37 R38 R39 R40 R41 R48 R47 R46 R45 R44 R43 R42 R49 R50 R51 R52 R53 R54 MECH/ELECT REVERSE TEXT HEIGHT TYPE DOOR 8'-0" x 7'-0" SECT. GAR. DOOR HEIGHT REVERSE TEXT U. 16 U. 17 U. 18 U. 19 R52 R53 R54 R55 U.28 U.27 U.26 U.25 U.24 U. 15 U. 14 STOP STOP SIGNAL SIGNAL AHEAD AHEAD RAMP UP MECH. EXIT STAIR ELEVATOR EXIT STAIR ELEVATOR TO THE MAIN LOBBY STORAGE R22 R21 R20 R19 R18 R17 R16 R15 R14 R13 R12 R11 R10 R9 R8 R7 R6 R5 R4 R3 R2 R1 R39 R38 R37 R36 R35 R34 R33 R32 R31 R30 R29 R28 R27 R26 R25 R24 R23 R40 R41 R42 R43 R44 R45 R46 R47 R48 R49 R50 R51 R52 R65 R64 R63 R62 R61 R60 R59 R58 R57 R56 R55 R54 R53 R66 R67 R68 R69 R70 R71 R72 R73 R74 R75 R76 R77 R78 R105 R106 R107 R91 R90 R89 R88 R87 R86 R85 R84 R83 R82 R81 R80 R79 R92 R93 R94 R95 R96 R97 R98 R99 R100 R101 R102 R103 R104 R135 R134 R133 R132 R131 R130 R129 R128 R127 R126 R125 R124 R123 R122 R121 R108 R109 R110 R111 R112 R113 R114 R115 R118 R119 R120 R138 R137 R136 R143 R142 R141 R140 R139 R145 R144 R148 R147 R146 R151 R150 R149 R154 R153 R152 MECH. MECH

Page 1017 of 1981 ends

RAMP UP MECH. 12' @ 6% 105' @ 11.9%
12' @ 6%

24.0 18.0 24.0 24.0 9.0

25.0 EXIT STAIR ELEVATOR EXIT STAIR ELEVATOR TO THE MAIN LOBBY

9.1 9.9 P2 PARKING TOTAL 154 STD STALLS

18.0 18.0 24.0 9.7 24.0 25.0 2.5 2.5 STORAGE

2.5 2.5 2.5

2.5 2.5 R22 R21 R20 R19 R18 R17 R16 R15 R14 R13 R12 R11 R10 R9 R8 R7 R6 R5 R4 R3 R2 R1 R39 R38 R37 R36 R35 R34 R33 R32 R31 R30 R29 R28 R27 R26 R25 R24 R23 R40 R41 R42 R43 R44 R45 R46 R47 R48 R49 R50 R51 R52 R65 R64 R63 R62 R61 R60 R59 R58 R57 R56 R55 R54 R53 R66 R67 R68 R69 R70 R71 R72 R73 R74 R75 R76 R77 R78 R105 R106 R107 R91 R90 R89 R88 R87 R86 R85 R84 R83 R82 R81 R80 R79 R92 R93 R94 R95 R96 R97 R98 R99 R100 R101 R102 R103 R104 R135 R134 R133 R132 R131 R130 R129 R128 R127 R126 R125 R124 R123 R122 R121 R108 R109 R110 R111 R112 R113 R114 R115 R118 R119 R120 R138 R137 R136 R143 R142 R141 R140 R139 R145 R144 R148 R147 R146 R151 R150 R149 R154 R153 R152 MECH. MECH2.5 C 2025 WILLIAM HEZMALHALCH ARCHITECTS, INC. dba WHA. | 2021414 | 05-02-25 L P V I LLC LA PAZ VILLAGE SENIOR LIVING LAGUNA HILLS, CA CONCEPTUAL DESIGN 0 10 20 40 BASEMENT A-02 Notes: 1. Site plan is for conceptual purposes only. 2. Site plan must be reviewed by planning, building, and fire departments for code compliance. 3. Base information per civil engineer. 4. Civil engineer to verify all setbacks and grading information 5. Building Footprints might change due to the final design elevation style. 6. Open space area is subject to change due to the balcony design of the elevation. 7. Building setbacks are measured from property lines to building foundation lines. Abbreviations: R. Residential R. T. Residential Tandem G. Guest U. Unassigned R. E.V. CH Residential E.V. charger R. E.V. C. Residential E.V. capable R. E.V. R. Residential E.V. ready THE INTERIOR COLOR AND SIGNAGE TO COMPLY WITH LHMC BLIND CORNER WILL BE PROVIDED WITH VIEWING MIRRORS TO COMPLY WITH LHMC

Page 1018 of 1981 ends

68 30 475 472
N O T A P A R T RAMP DOWN MECH/ELECT LOBBY OFFICES empl break B.O.H. PREP KITCHEN kit off cooler frzr elect hk dir & maint hall laundry mdf fire risr staff toilet 3068
3068
3068 68 30 laundry68 30 PR. 68 30 jan RR RR storg empl entry emr office sales sales office recept i.t. work rm parcel discovery pool above 3068
3068 mail
MECH/ELECT 3068 3068
3068PR. 68 30
3068
3068
3068
3068PR. sales
GATE
3068 w e n s 15.8 16.9 Note: This 16' offset line measured from the face of outer curb towards the direction of the building indicates the 16' width required for the Fire Department Aerial Truck Laddering Apparatus, (Typ.). 30med 468PR. med 1 med 2 med 3 Service Center infirmary 3068 Hair Salon
3068
3068 3068 68 30
3068
3068 3068 R. ADA 3 R.ADA VAN 1
FIRE LANE - NO PARKING 24.0 9.0 18.0 24.0

24.0 R.ADA VAN 5 G. 1 G.ADA. VAN 2 G. 2 G. 3 G. 6 G. 5 G. 4 G. 10 G. 11 G. 9 G. 8 G. 7 G. 12 R. ADA 2 R. ADA 1 R.ADA 4 U. 10 U. 9 U. 8 U. 7 U. 6 U. 5 U. 3 U. 2 U. 1 R11 R27 COURTYARD FIRE TURN OUT DN18R HC elev. 9.0 24.0 18.0 18.0 24.0

24.0 24.0
ENTRANCE 36.3

24.0 ELEV.

5.0 5.0

5.0 N O T A P A R T

24.0 EXIT

25.0 ACCESSIBLE PATH PF TRAVEL ACCESSIBLE PATH OF TRAVEL ACCESSIBLE PATH OF TRAVEL

ACCESSIBLE PATH OF TRAVEL ACCESSIBLE PATH OF TRAVEL
ACCESSIBLE PATH OF TRAVEL STREET WIDENED TO ALLOW THE FIRE TRUCK LADDER ACCESS ACROSS PODIUM TO ROOF P1 PARKING TOTAL 102 STALLS 25.9 R10 R9 R8 R7 R6 R5 R4 R3 R2 R1 2.5

2.5 R17 R16 R15 R14 R13 R12

TURN SP
NO PKG R18 R19 R20 R21 R22 R23 R24 2.5 R25 R26 R34 R33 R32 R31 R30 R29 R28 R35 R36 R37 R38 R39 R40 R41 R48 R47 R46 R45 R44 R43 R42 R49 R50 R51

2.5 R67

2.5 2.5 2.5

2.5 2.5

2.5 MECH/ELECT REVERSE TEXT HEIGHT TYPE DOOR 8'-0" x 7'-0" SECT. GAR. DOOR HEIGHT REVERSE TEXT TRASH 18.0ELEV.

2.5 R66 R682.5 2.5

2.5 2.5

18.0 POOL RAISED PLANTER STOP SIGNAL SIGNAL AHEAD AHEAD POOL RAISED PLANTER STOP SIGNAL SIGNAL AHEAD AHEAD 20.0 31.7 11 bicycle DN18R N O T A P A R T
N O T A P A R T R52 R53 R55 R56 R70 R71 R73 R74 R64 R65 R62 R63 R69 R72 R61 R60 R59 R58 R57 SEE CIVIL SITE PLAN FOR MODIFICATIONS IN THIS AREA C 2025 WILLIAM HEZMALHALCH ARCHITECTS, INC. dba WHA. | 2021414 | 05-02-25 L P V I LLC LA PAZ VILLAGE SENIOR LIVING LAGUNA HILLS, CA CONCEPTUAL DESIGN 0 8 16 32 LEVEL 1 Notes: 1. Site plan is for conceptual purposes only. 2. Site plan must be reviewed by planning, building, and fire departments for code compliance. 3. Base information per civil engineer. 4. Civil engineer to verify all setbacks and grading information 5. Building Footprints might change due to the final design elevation style. 6. Open space area is subject to change due to the balcony design of the elevation. 7. Building setbacks are measured from property lines to building foundation lines. 8. Review Civil Plans for more detail. A-03 Abbreviations: R. Residential G. Guest U. Unassigned THE INTERIOR COLOR AND SIGNAGE TO COMPLY WITH LHMC S1 S1 S1 S1 S1 S1 A1 A2S1S1S1S1 S1 S1 S1 S1 S1 S1 BLIND CORNER WILL BE PROVIDED WITH VIEWING MIRRORS TO COMPLY WITH LHMC

Page 1019 of 1981 ends

DN18R 80 30
P.

COAT
P.

COAT
P. COAT P. COAT P. COAT P. COAT P. COAT P. COAT P.

L. P. L. P. L. P. L. P. L. COAT P. COAT P. COAT P.

COAT
P.

COAT
P. COAT P.

COAT
P.

L. 68 30 3068 DN18R 3068 3068PR. club golf dining kitchen m off w open to below pool terrace P. L.

L. 68 3068 30
3068PR.
whiskey rm frzr
30 68 off w e n s gym/yoga
COAT
P. DN 18R P. L. P. L. DN18R
P.

L. P.

COAT
P.

L. fireman's tunnel fireman's access COURTYARD DN18R
8'-0" x 7'-0" SECT. GAR. DOOR
POOL

POOL RAISED PLANTER

RAISED PLANTER

8.3 9.6

9.8 C 2025 WILLIAM HEZMALHALCH ARCHITECTS, INC. dba WHA. | 2021414 | 05-02-25 L P V I LLC LA PAZ VILLAGE SENIOR LIVING LAGUNA HILLS, CA CONCEPTUAL DESIGN 0 8 16 32 LEVEL 2 Notes: 1. Site plan is for conceptual purposes only. 2. Site plan must be reviewed by planning, building, and fire departments for code compliance. 3. Base information per civil engineer. 4. Civil engineer to verify all setbacks and grading information 5. Building Footprints might change due to the final design elevation style. 6. Open space area is subject to change due to the balcony design of the elevation. 7. Building setbacks are measured from property lines to building foundation lines. 8. Review Civil Plans for more detail. A-04 A5A5A5 A5 A5 A5 A5 A5 A5 A5A5 A5 A5 A5 B2 B2 A3 A3 B2 B2 B2 B2A5B2A5B1 B2 A5B2B2B2B2B1 B1

Page 1020 of 1981 ends

8'-0" x 7'-0" SECT. GAR. DOOR
P.

L. P. L. P. L.

L. P.

COAT
P.

L. 80 30 DN18R COAT P.

COAT
P.

COAT
P. COAT P. COAT P. COAT P. P. L. P. L.

COAT
P.

L. P.

COAT
P.

L. P.

COAT
P.

L. COAT P. COAT P. COAT P. COAT P. COAT P. COAT P. COAT P.

COAT
P.

COAT
P. DN18R
P.

L. P. L.

L. DN18R
3068 w e n s COAT P. COATP. P. L. P. L.

COAT
P.

L. DN18R
COAT
P.
8'-0" x 7'-0" SECT. GAR. DOOR

RAISED PLANTER
C 2025 WILLIAM HEZMALHALCH ARCHITECTS, INC. dba WHA. | 2021414 | 05-02-25 L P V I LLC LA PAZ VILLAGE SENIOR LIVING LAGUNA HILLS, CA CONCEPTUAL DESIGN 0 8 16 32 LEVEL 3 Notes: 1. Site plan is for conceptual purposes only. 2. Site plan must be reviewed by planning, building, and fire departments for code compliance. 3. Base information per civil engineer. 4. Civil engineer to verify all setbacks and grading information 5. Building Footprints might change due to the final design elevation style. 6. Open space area is subject to change due to the balcony design of the elevation. 7. Building setbacks are measured from property lines to building foundation lines. 8. Review Civil Plans for more detail. A-05 A5A5A5 A5 A5 A5 A5 A5 A5 A5A5 A5 A5 A5 B2 B2 A3 A3 B2 B2 B2 B2A5B2A5B1 B2 A5B2B2B2B2B1 B1 B2B1 A3A3B1 A5 A6 A7

Page 1021 of 1981 ends

8'-0" x 7'-0" SECT. GAR. DOOR
P.

L. P. L. P. L.

L. P.

COAT
P.

L. 80 30 DN18R COAT P.

COAT
P.

COAT
P. COAT P. COAT P. COAT P. P. L. P. L.

COAT
P.

L. P.

COAT
P.

L. P.

COAT
P.

L. COAT P. COAT P. COAT P. COAT P. COAT P. COAT P. COAT P.

COAT
P.

COAT
P. DN18R
P.

L. P. L.

L. DN18R compter
3068 w e n s COAT P. COATP. P. L. P. L.

L. P.

COAT P. L. P. L.

COAT
P.

L. DN18R
COAT
P.
8'-0" x 7'-0" SECT. GAR. DOOR

RAISED PLANTER
C 2025 WILLIAM HEZMALHALCH ARCHITECTS, INC. dba WHA. | 2021414 | 05-02-25 L P V I LLC LA PAZ VILLAGE SENIOR LIVING LAGUNA HILLS, CA CONCEPTUAL DESIGN 0 8 16 32 LEVEL 4 Notes: 1. Site plan is for conceptual purposes only. 2. Site plan must be reviewed by planning, building, and fire departments for code compliance. 3. Base information per civil engineer. 4. Civil engineer to verify all setbacks and grading information 5. Building Footprints might change due to the final design elevation style. 6. Open space area is subject to change due to the balcony design of the elevation. 7. Building setbacks are measured from property lines to building foundation lines. 8. Review Civil Plans for more detail. A-06 A5A5A5 A5 A5 A5 A5 A5 A5 A5A5 A5 A5 A5 B2 B2 A3 A3 B2 B2 B2 B2A5B2A5B1 B2 A5B2B2B2B2B1 B1 B2B1 A3A3B1 A5 A6 A7

Page 1022 of 1981 ends

L. P.

COAT
P.

L. P.

COAT
P.

COAT
P. P. L. P. L. COAT P. P. L. COAT P. COAT P.

COAT
P.

COAT
P. COAT P. DN18R 80 30
P.

COAT
P.

L. P. L. P. L.

COAT P. L.

L.
8'-0" x 7'-0" SECT. GAR. DOOR COAT P. COAT P. COAT P. COAT P. COAT P. roof terrace lev 5 610 sf COAT P. COAT P.

L. P. L. 3068PR. theater w e n s
P.

L.
3068
COAT
P.

COAT
P. 270 SF indoor lounge DN18R COAT P.
8'-0" x 7'-0" SECT. GAR. DOOR
RAISED PLANTER DN18R C 2025 WILLIAM HEZMALHALCH ARCHITECTS, INC. dba WHA. | 2021414 | 05-02-25 L P V I LLC LA PAZ VILLAGE SENIOR LIVING LAGUNA HILLS, CA CONCEPTUAL DESIGN 0 8 16 32 LEVEL 5 Notes: 1. Site plan is for conceptual purposes only. 2. Site plan must be reviewed by planning, building, and fire departments for code compliance. 3. Base information per civil engineer. 4. Civil engineer to verify all setbacks and grading information 5. Building Footprints might change due to the final design elevation style. 6. Open space area is subject to change due to the balcony design of the elevation. 7. Building setbacks are measured from property lines to building foundation lines. 8. Review Civil Plans for more detail. A-07 A5A5 A5 A5 A5 A5 A5 A5 A5A5 A5 A5 A5 B2 B2 A3 A3 B2 B2 B2 B2A5B2A5B1 B2 A5B2B2B2B2B1 B1 B2B1 A3A3B1 A5 A6

Page 1023 of 1981 ends

w e n s FUTURE SOLAR PANEL ROOFTOP EQUIPMENT ROOFTOP EQUIPMENT FUTURE SOLAR PANEL FUTURE SOLAR PANEL FUTURE SOLAR PANEL

FUTURE SOLAR PANEL FUTURE SOLAR PANEL FUTURE SOLAR PANEL

FUTURE SOLAR PANEL FUTURE SOLAR PANEL

ROOFTOP EQUIPMENT
50 20 28 36 12 44

FUTURE SOLAR PANEL

RAISED PLANTER
C 2025 WILLIAM HEZMALHALCH ARCHITECTS, INC. dba WHA. | 2021414 | 05-02-25 L P V I LLC LA PAZ VILLAGE SENIOR LIVING LAGUNA HILLS, CA CONCEPTUAL DESIGN 0 8 16 32 ROOF PLAN Notes: 1. Site plan is for conceptual purposes only. 2. Site plan must be reviewed by planning, building, and fire departments for code compliance. 3. Base information per civil engineer. 4. Civil engineer to verify all setbacks and grading information 5. Building Footprints might change due to the final design elevation style. 6. Open space area is subject to change due to the balcony design of the elevation. 7. Building setbacks are measured from property lines to building foundation lines. 8. Review Civil Plans for more detail. A-08

Page 1024 of 1981 ends

T.G.

Prop Line 0 15 30 60 STREET SECTIONS C 2025 WILLIAM HEZMALHALCH ARCHITECTS, INC. dba WHA. | 2021414 | 05-02-25 L P V I LLC LA PAZ VILLAGE SENIOR LIVING LAGUNA HILLS, CA CONCEPTUAL DESIGN A-09 NORTH-SOUTH SECTION A-A LA PAZ RD. PL EXISTING RETAIL PL PROPOSED PROJECT CHURCH EXITING PRESCHOOL KNOTTY PINE RD. NOTE: ADJACENT GRADE AND BUILDINGS DEPICTED ARE APPROXIMATIONS. 1"=30'-0" NORTH-SOUTH SECTION B-BPL PL LA PAZ RD. PL EXISTING RESTAURANT PL PROPOSED PROJECT PL EXITING RESIDENTIAL EXITING RESIDENTIAL EXITING RESIDENTIAL EXITING RESIDENTIAL KNOTTY PINE RD. EAST-WEST SECTION C-C CHAMPLAIN RD. EXISTING RESIDENTIAL PL PROPOSED PROJECT PL EXISTING RESIDENTIAL MCINTYRE ST. EXISTING RETAIL B BA A C C

Page 1025 of 1981 ends

T.G.

15.0 11.3 10.3 10.3 11.3 3.3

61.3 Upper ParkingBsmt Parking Pool Spa Podium Courtyard Ramp

7.0Rear Driveway

9.0 Prop Line
Prop Line
Existing Retail Lev 2 Lev 3 Lev 4 Lev 5

10.2 10.3 11.3 3.3

61.3 West Driveway
DiningLev 3 Lev 4 Lev 5 Back of House

11.3 Courtyard Kitchen

15.1 Lev 1 Lev 2 Lev 3 Lev 4 Lev 3 Lev 4 Lev 5 Lev 2 Roof Terrace Access Stair Fire 0 5 10 20 SECTIONS C 2025 WILLIAM HEZMALHALCH ARCHITECTS, INC. dba WHA. | 2021414 | 05-02-25 L P V I LLC LA PAZ VILLAGE SENIOR LIVING LAGUNA HILLS, CA CONCEPTUAL DESIGN EAST-WEST SECTION NORTH-SOUTH SECTION A-10

Page 1026 of 1981 ends

13'-1" x 15'-0" LIVING SPACE
29'-8" 13'-6" 7'-5" x 15'-1" BATHROOM 9'-0" x 16'-0" LIVING ROOM 11'-11" x 8'-3" BATHROOM 10'-4" x 13'-7" BEDROOM 28'-8" 20'-3" 20'-3"
29'-8" 10'-8" x 13'-7" BEDROOM 11'-11" x 8'-3" BATHROOM 9'-0" x 13'-2" LIVING ROOM COATP. 30'-9" 25'-3"
25'-2" 12'-7" x 13'-10" LIVING ROOM 11'-6" x 15'-0" BEDROOM 6'-7" x 5'-0" W.I.C. 12'-7" x 13'-3" KITCHEN / DINING 7'-8" x 9'-7" BATHROOM 25'-2" 28'-10" 16'-1" x 13'-8" LIVING ROOM P. 15'-3" x 13'-5" KITCHEN / DINING 11'-6" x 15'-0" BEDROOM 6'-7" x 5'-0" W.I.C. COAT 7'-8" x 9'-7" BATHROOM C 2025 WILLIAM HEZMALHALCH ARCHITECTS, INC. dba WHA. | 2021414 | 05-02-25 L P V I LLC LA PAZ VILLAGE SENIOR LIVING LAGUNA HILLS, CA CONCEPTUAL DESIGN 0 2 4 8 UNIT FLOOR PLANS A-11 UNIT: S1 STUDIO AREA: 390 S.F. UNIT: A1 1 BEDROOM / 1 BATH AREA: 519 S.F. UNIT: A3 1 BEDROOM / 1 BATH AREA: 726 S.F. DECK: 60 S.F. UNIT: A4 1 BEDROOM / 1 BATH AREA: 796 S.F. DECK: 48 S.F. UNIT: A2 1 BEDROOM / 1 BATH AREA: 575 S.F.

Page 1027 of 1981 ends

30'-9" 27'-11" COATP. 15'-3" x 13'-10" LIVING ROOM 15'-3" x 13'-3" KITCHEN / DINING 11'-6" x 15'-0" BEDROOM 6'-7" x 5'-0" W.I.C. 7'-8" x 9'-7" BATHROOM COAT P. 12'-7" x 13'-3" LIVING ROOM 13'-4" x 14'-0" KITCHEN / DINING 11'-6" x 15'-0" BEDROOM 6'-7" x 5'-0" W.I.C. 7'-8" x 9'-7" BATHROOM 12'-3" 13'-0" 30'-9" 17'-0" P. L. 12'-10" 12'-11" 11'-11"
29'-11" 11'-1" x 12'-4" BEDROOM 6'-7" x 10'-2" BATHROOM 13'-10" x 10'-11" LIVING ROOM 11'-1" x 13'-0" BEDROOM 7'-5" x 9'-10" BATHROOM P. L. 12'-4" 9'-11" 10'-11" 28'-11" 10'-7" x 11'-4" BEDROOM 6'-7" x 10'-2" BATHROOM 10'-10" x 10'-11" LIVING ROOM 10'-1" x 12'-0" BEDROOM 7'-5" x 9'-10" BATHROOMC 2025 WILLIAM HEZMALHALCH ARCHITECTS, INC. dba WHA. | 2021414 | 05-02-25 L P V I LLC LA PAZ VILLAGE SENIOR LIVING LAGUNA HILLS, CA CONCEPTUAL DESIGN 0 2 4 8 UNIT FLOOR PLANS A-12 UNIT: B2 2 BEDROOM / 2 BATH AREA: 1,040 S.F. DECK: 78 S.F. UNIT: A6 1 BEDROOM / 1 BATH AREA: 772 S.F. DECK: 58 S.F. UNIT: A5 1 BEDROOM / 1 BATH AREA: 800 S.F. DECK: 71 S.F. UNIT: B1 2 BEDROOM / 2 BATH AREA: 888 S.F. DECK: 60 S.F.

Page 1028 of 1981 ends

L. P.

COAT
P.

L. P.

COAT
P.

COAT
P. P. L. P. L. COAT P. P. L. COAT P. COAT P.

COAT
P.

COAT
P. COAT P. DN 18R 80 30
P.

COAT
P.

L. P. L. P. L.

COAT P. L.

L.
8'-0" x 7'-0" SECT. GAR. DOOR COAT P. COAT P. COAT P. COAT P. COAT P. roof terrace lev 5 610 sf COAT P. COAT P.

L. P. L. compter 3068 PR. theater
P.

L. P. L. P. L.

L. P.

COAT
3068
COAT
P.

COAT
P. 270 SF indoor lounge DN18R COAT P.
8'-0" x 7'-0" SECT. GAR. DOOR

POOL RAISED PLANTER
C 2025 WILLIAM HEZMALHALCH ARCHITECTS, INC. dba WHA. | 2021414 | 05-02-25 L P V I LLC LA PAZ VILLAGE SENIOR LIVING LAGUNA HILLS, CA CONCEPTUAL DESIGN 0 8 16 32 ELEVATIONS A-13 1 10 3 2 6 5 4 9 11 1 12 13 1 8 8 7 1 1- NORTH ELEVATION 1 LEGENDMETAL RAILING 2 VINYL FRENCH DOOR 34 PARKING GARAGE OPENING STUCCO METAL CANOPY 7 8 CONCRETE ROOF 910 VINYL WINDOW 516 CEMENTITIOUS BOARD (WOOD LIKE) METAL SIGN PAINTED SIGN 14 CORNICE 11 ALUMINUM ENTRANCE DOOR 12 WOOD TRELLIS 13 VINYL SLIDING DOOR 15 WOOD WINDOW TRIM 1 14 CONCEPTUAL LA PAZ ELEVATION 1"=30'-0" EXISTING RETAIL MCINTYRE STREET EXISTING RESTAURANT PROPOSED PROJECT EXISTING RESTAURANT EXISTING RETAIL EXISTING RETAIL EXISTING OFFICE MACKENZIE STREET RESIDENTIAL RESIDENTIAL 1 / 16"=1'-0" NOTE: ADJACENT GRADE AND BUILDINGS DEPICTED ARE APPROXIMATIONS. NOTE: ADJACENT GRADE AND BUILDINGS DEPICTED ARE APPROXIMATIONS.

Page 1029 of 1981 ends

475 472

N O T A P A R T
P.

L. P.

COAT
P.

L. P.

COAT
P.

COAT
P. P. L. P. L. COAT P. P. L. COAT P. COAT P.

COAT
P.

COAT
P. COAT P. DN 18R 80 30
P.

COAT
P.

L. P. L. P. L.

COAT P. L.

L.
8'-0" x 7'-0" SECT. GAR. DOOR COAT P. COAT P. COAT P. COAT P. COAT P. roof terrace lev 5 610 sf COAT P. COAT P.

L. P. L. compter 3068 PR. theater w e s
P.

L. P. L. P. L.

L. P.

COAT
3068
COAT
P.

COAT
P. 270 SF indoor lounge DN18R COAT P. N O T A P A R T
8'-0" x 7'-0" SECT. GAR. DOOR
POOL RAISED PLANTER DN18R N O T A P A R T

N O T A P A R T
C 2025 WILLIAM HEZMALHALCH ARCHITECTS, INC. dba WHA. | 2021414 | 05-02-25 L P V I LLC LA PAZ VILLAGE SENIOR LIVING LAGUNA HILLS, CA CONCEPTUAL DESIGN 0 8 16 32 ELEVATIONS A-14 2 2- EAST ELEVATION LEGENDMETAL RAILING 2 VINYL FRENCH DOOR 34 PARKING GARAGE OPENING STUCCO METAL CANOPY 7 8 CONCRETE ROOF 910 VINYL WINDOW 516 CEMENTITIOUS BOARD (WOOD LIKE) METAL SIGN PAINTED SIGN 14 CORNICE 11 ALUMINUM ENTRANCE DOOR 12 WOOD TRELLIS 13 VINYL SLIDING DOOR 1 12 5 6 2 8 9 15 WOOD WINDOW TRIM 15 2 14 1 CONCEPTUAL MCINTYRE ELEVATION 1"=30'-0" KNOTTY PINE ROAD RESIDENTIAL CHRIST COMMUNITY PRESCHOOL CHRIST COMMUNITY CHURCH PROPOSED PROJECT EXISTING RESTAURANT LA PAZ ROAD 1 / 16"=1'-0" NOTE: ADJACENT GRADE AND BUILDINGS DEPICTED ARE APPROXIMATIONS. NOTE: ADJACENT GRADE AND BUILDINGS DEPICTED ARE APPROXIMATIONS.

Page 1030 of 1981 ends

COAT
P.

COAT
P. P. L. P. L. COAT P. P. L. COAT P. COAT P.

COAT
P.

COAT
P. COAT P. DN18R
P.

COAT
P.

L. P. L. P. L.

COAT
P. P. L.

L.
8'-0" x 7'-0" SECT. GAR. DOOR COAT P. COAT P. COAT P. COAT P. COAT P. roof terrace lev 5 610 sf COAT P. COAT P.

L. P. L. compter 3068PR. theater
P.

L. P. L. P. L.

COAT
P.
3068
COAT
P.

COAT
P. 270 SF indoor lounge DN18R COAT P. POOL POOL

RAISED PLANTER

RAISED PLANTER
POOL
POOL

RAISED PLANTER

RAISED PLANTER
RAISED PLANTER DN18R C 2025 WILLIAM HEZMALHALCH ARCHITECTS, INC. dba WHA. | 2021414 | 05-02-25 L P V I LLC LA PAZ VILLAGE SENIOR LIVING LAGUNA HILLS, CA CONCEPTUAL DESIGN 0 8 16 32 ELEVATIONS A-15 LEGENDMETAL RAILING 2 VINYL FRENCH DOOR 34 PARKING GARAGE OPENING STUCCO METAL CANOPY 7 8 CONCRETE ROOF 910 VINYL WINDOW 516 CEMENTITIOUS BOARD (WOOD LIKE) METAL SIGN PAINTED SIGN 14 CORNICE 11 ALUMINUM ENTRANCE DOOR 12 WOOD TRELLIS 13 VINYL SLIDING DOOR 15 WOOD WINDOW TRIM 3 1 13 6 3 2 1 14 5 1 3- SOUTH ELEVATION CONCEPTUAL KNOTTY PINE ROAD ELEVATION 1"=30'-0" CHAMPLAIN ROAD RESIDENTIAL RESIDENTIAL MACKENZIE STREET EXISTING OFFICE RESIDENTIAL ALONG KNOTTY PINE RD. CHRIST COMMUNITY PRESCHOOL PROPOSED PROJECT MCINTYRE STREET EXISTING RETAIL 1 / 16"=1'-0" NOTE: ADJACENT GRADE AND BUILDINGS DEPICTED ARE APPROXIMATIONS. NOTE: ADJACENT GRADE AND BUILDINGS DEPICTED ARE APPROXIMATIONS. CHRIST COMMUNITY CHURCH

Page 1031 of 1981 ends

COAT
P.

COAT
P. P. L. P. L. COAT P. P. L. COAT P. COAT P.

COAT
P.

COAT
P. COAT P. DN18R
P.

COAT
P.

L. P. L. P. L.

COAT
P. P. L.

L.
8'-0" x 7'-0" SECT. GAR. DOOR COAT P. COAT P. COAT P. COAT P. COAT P. roof terrace lev 5 610 sf COAT P. COAT P.

L. P. L. compter 3068PR. theater
P.

L. P. L. P. L.

COAT
P.
3068
COAT
P.

COAT
P. 270 SF indoor lounge DN18R COAT P. POOL POOL

RAISED PLANTER

RAISED PLANTER
POOL
POOL

RAISED PLANTER

RAISED PLANTER
RAISED PLANTER DN18R C 2025 WILLIAM HEZMALHALCH ARCHITECTS, INC. dba WHA. | 2021414 | 05-02-25 L P V I LLC LA PAZ VILLAGE SENIOR LIVING LAGUNA HILLS, CA CONCEPTUAL DESIGN 0 8 16 32 ELEVATIONS A-16 4 LEGENDMETAL RAILING 2 VINYL FRENCH DOOR 34 PARKING GARAGE OPENING STUCCO METAL CANOPY 7 8 CONCRETE ROOF 910 VINYL WINDOW 516 CEMENTITIOUS BOARD (WOOD LIKE) METAL SIGN PAINTED SIGN 14 CORNICE 11 ALUMINUM ENTRANCE DOOR 12 WOOD TRELLIS 13 VINYL SLIDING DOOR 15 WOOD WINDOW TRIM 9 4 1 7 12 6 8 1 15 3 5 14 1 4- WEST ELEVATION CONCEPTUAL MACKENZIE ELEVATION 1"=30'-0" LA PAZ ROAD EXISTING OFFICE PROPOSED PROJECT CHRIST COMMUNITY PRESCHOOL RESIDENTIAL KNOTTY PINE ROAD 1 / 16"=1'-0" NOTE: ADJACENT GRADE AND BUILDINGS DEPICTED ARE APPROXIMATIONS. NOTE: ADJACENT GRADE AND BUILDINGS DEPICTED ARE APPROXIMATIONS. CHRIST COMMUNITY CHURCH

Page 1032 of 1981 ends

L. P.

COAT
P.

L. P.

COAT
P.

COAT
P. P. L. P. L. COAT P. P. L. COAT P. COAT P.

COAT
P.

COAT
P. COAT P. DN18R
P.

COAT
P.

L. P. L. P. L.

COAT P. L.

L.
8'-0" x 7'-0" SECT. GAR. DOOR COAT P. COAT P. COAT P. COAT P. COAT P. roof terrace lev 5 610 sf COAT P. COAT P.

L. P. L. 3068PR. theater
P.

L.
3068
COAT
P.

COAT
P. 270 SF indoor lounge DN18R COAT P. POOL POOL

RAISED PLANTER

RAISED PLANTER
POOL
POOL

RAISED PLANTER

Page 1033 of 1981 ends

475 472

N O T A P A R T
P.

L. P.

COAT
P.

L. P.

COAT
P.

COAT
P. P. L. P. L. COAT P. P. L. COAT P. COAT P.

COAT
P.

COAT
P. COAT P. DN18R
P.

COAT
P.

L. P. L. P. L.

COAT P. L.

L.
8'-0" x 7'-0" SECT. GAR. DOOR COAT P. COAT P. COAT P. COAT P. COAT P. roof terrace lev 5 610 sf COAT P. COAT P.

L. P. L. 3068PR. theater
P.

L.
3068
COAT
P.

COAT
P. 270 SF indoor lounge DN18R COAT P. N O T A P A R T
POOL
POOL

RAISED PLANTER

RAISED PLANTER
POOL
POOL

RAISED PLANTER

RAISED PLANTER
RAISED PLANTER DN18R N O T A P A R T

N O T A P A R T
C 2025 WILLIAM HEZMALHALCH ARCHITECTS, INC. dba WHA. | 2021414 | 05-02-25 L P V I LLC LA PAZ VILLAGE SENIOR LIVING LAGUNA HILLS, CA CONCEPTUAL DESIGN PERSPECTIVE VIEWS A-18 2

Page 1034 of 1981 ends

L. P.

COAT
P.

COAT
P. P. L. P. L. COAT P. P. L. COAT P. COAT P.

COAT
P.

COAT
P. COAT P. DN18R
P.

COAT
P.

L. P. L. P. L.

COAT P. L.

L.
8'-0" x 7'-0" SECT. GAR. DOOR COAT P. COAT P. COAT P. COAT P. COAT P. roof terrace lev 5 610 sf COAT P. COAT P.

L. P. L. 3068PR. theater
P.

L. Note: This 16' offset line measured from the face of outer curb towards the direction of the building indicates the 16' width requiredfor the Fire DepartmentAerial Truck LadderingApparatus, (Typ.). 3068
COAT
P.

COAT
P. 270 SF indoor lounge DN18R COAT P. POOL POOL

RAISED PLANTER

RAISED PLANTER STOP STOP SIGNAL SIGNAL AHEAD AHEAD

RAISED PLANTERRAISED PLANTER

RAISED PLANTER

RAISED PLANTER
POOL
POOL

RAISED PLANTER

RAISED PLANTER STOP STOP SIGNAL SIGNAL AHEAD AHEAD

RAISED PLANTERRAISED PLANTER

Page 1035 of 1981 ends

475 472

N O T A P A R T
P.

L. P.

COAT
P.

L. P.

COAT
P.

COAT
P. P. L. P. L. COAT P. P. L. COAT P. COAT P.

COAT
P.

COAT
P. COAT P. DN18R
P.

COAT
P.

L. P. L. P. L.

COAT P. L.

L.
8'-0" x 7'-0" SECT. GAR. DOOR COAT P. COAT P. COAT P. COAT P. COAT P. roof terrace lev 5 610 sf COAT P. COAT P.

L. P. L. 3068PR. theater
P.

L.
3068
COAT
P.

COAT
P. 270 SF indoor lounge DN18R COAT P. N O T A P A R T
POOL
POOL

RAISED PLANTER

RAISED PLANTER
POOL
POOL

RAISED PLANTER

RAISED PLANTER
RAISED PLANTER DN18R N O T A P A R T

N O T A P A R T
C 2025 WILLIAM HEZMALHALCH ARCHITECTS, INC. dba WHA. | 2021414 | 05-02-25 L P V I LLC LA PAZ VILLAGE SENIOR LIVING LAGUNA HILLS, CA CONCEPTUAL DESIGN PERSPECTIVE VIEWS A-20 4

Page 1036 of 1981 ends

475 472

N O T A P A R T
P.

L. P.

COAT
P.

L. P.

COAT
P.

COAT
P. P. L. P. L. COAT P. P. L. COAT P. COAT P.

COAT
P.

COAT
P. COAT P. DN18R
P.

COAT
P.

L. P. L. P. L.

COAT P. L.

L.
8'-0" x 7'-0" SECT. GAR. DOOR COAT P. COAT P. COAT P. COAT P. COAT P. roof terrace lev 5 610 sf COAT P. COAT P.

L. P. L. 3068PR. theater
P.

L.
3068
COAT
P.

COAT
P. 270 SF indoor lounge DN18R COAT P. N O T A P A R T
POOL
POOL

RAISED PLANTER

RAISED PLANTER
POOL
POOL

RAISED PLANTER

RAISED PLANTER
RAISED PLANTER DN18R N O T A P A R T

N O T A P A R T
C 2025 WILLIAM HEZMALHALCH ARCHITECTS, INC. dba WHA. | 2021414 | 05-02-25 L P V I LLC LA PAZ VILLAGE SENIOR LIVING LAGUNA HILLS, CA CONCEPTUAL DESIGN PERSPECTIVE VIEWS A-21 5

Page 1037 of 1981 ends

C 2025 WILLIAM HEZMALHALCH ARCHITECTS, INC. dba WHA. | 2021414 | 05-02-25 L P V I LLC LA PAZ VILLAGE SENIOR LIVING LAGUNA HILLS, CA CONCEPTUAL DESIGN 0 8 16 32 ELEVATIONS A-22 1 LA PAZ ELEVATION 48 37 26 59 1 EXTERIOR WALLS MANUFACTURE: OMEGA PRODUCTS OR EQUAL MATERIAL: 20 30 STUCCO A COLOR DUNN EDWARDS DEC 756 WEATHERED BROWN B C D ROOF MANUFACTURE: EAGLE ROOFING OR EQUAL MATERIAL: CAPISTRANO 3526 VALENCIA WOOD TRELLIS MANUFACTURE: ONSITE FABRICATION MATERIAL: WOOD COLOR: VALSPAR- CEDAR GARAGE GRILL MANUFACTURE: AMETCO OR EQUAL MATERIAL: STEEL COLOR: FACTORY PRIMED AND PAINTED IN FIELD METAL RAILING MANUFACTURE:FORTRESS OR EQUAL MATERIAL: STEEL COLOR: FACTORY PRIMED AND PAINTED IN FIELD WINDOW MANUFACTURE: MILGARD OR EQUAL MATERIAL: VINYL COLOR: WHITE WINDOW TRIM MANUFACTURE: BUILDER CHOICE OR EQUAL MATERIAL: WOOD COLOR: PAINT TO MATCH STUCCO SLIDING DOOR MANUFACTURE: MILGARD OR EQUAL MATERIAL: VINYL COLOR: WHITE METAL CANOPY MANUFACTURE: IMPERIAL MARQUEE OR EQUAL MATERIAL: STEEL COLOR: FACTORY PRIMED AND PAINTED IN FIELD COLOR DUNN EDWARDS DE344 FROSTING CREAM COLOR DUNN EDWARDS DEC 751 ASH GREY COLOR DUNN EDWARDS DET 619 CELLULOID B 1 A 1 C 5 D 8 4 D 9 D 3 2 7 6

Page 1038 of 1981 ends

LAGUNA HILLS, CA

LA PAZ VILLAGE -

05.19.2025 L-1 Collaborative

LANDSCAPE DESIGN IMAGERY

Page 1039 of 1981 ends

LEGEND
Project Entry Corridor
Lobby Entrance with Enhanced Paving and Landscape
Buffer Hedge Planting
Re-Clad Existing Retaining Wall
Refresh Streeetscape
Courtyard with Social Sitting and Decor Landscape
Shade Trees with Accent Planting
1 2
3 6
4 7
5 LA PAZ ROAD

MACKENZIE STREET

MCINTYRE STREET
2 1
3 3
4 4
5 6
7 LAGUNA HILLS, CA

LA PAZ VILLAGE -

05.19.2025 L-2 Collaborative
0 10’ 20’ 40’
CONCEPTUAL LANDSCAPE PLAN - LEVEL ONE (ON GRADE) Scale: 1”=20’-0”

Page 1040 of 1981 ends

LEGEND
Lawn Panel w/Bench Seating
Fireplace w/Lounge Seating
Dining Terrace w/Shade Structure
Barbecue Counter
Main Pedestrian Corridor w/Shade Structure
Pool - approx. 23’x58’ (1,334 s.f.)
Cabana Structure
Chaise Lounge Furniture
Trees in Planters
Accent Shade Trees
Spa w/Water Feature Wall 6.5’x12.5’ (81.25 s.f.)
Glass Pool Fence
Parterre Garden w/Lounge Seating
1 2
3 6
9 12
4 7
10 13
5 8
11 11 12
13 1
2 3
5 7
8 9
10 6
4 LA PAZ ROAD

MACKENZIE STREET

MCINTYRE STREET

LAGUNA HILLS, CA

LA PAZ VILLAGE -

05.19.2025 L-3 Collaborative
0 10’ 20’ 40’
CONCEPTUAL LANDSCAPE PLAN - LEVEL TWO (PODIUM) Scale: 1”=20’-0”

Page 1041 of 1981 ends

LEVEL 1 LEVEL 2
LEGEND

LOW WATER USE

MEDIUM WATER USE
Hydrozone: Eto: KL LA Sq. Ft. Conversion SLA Sq. Ft. MAWA Landscaped Area 47.8 0.55 21,665 0.62 NA 353,135
MAWA= Maximum Applied Water Allowance (gallons per year) Eto= Reference Evapotranspiration from Appendix C (inches per year)

0.50= Evapotraspiration Adjustment Factor (ETAF)

1.0= ETAF for Sprcial Landscaped Area
LA= Landscaped Area includes Special Landscape Area (square feet)

0.62= Conversion Factor (to gallons per square foot)

0.3= the additional ET adjustment Factor for Special Landscape Area (1.0- 0.7= 0.3) SLA= Speical Landscape Area (square feet)
Applicant to fill in boxes below:

Eto (Reference Evapotranspiration from Appendix C inches per year) Landscaped Area includes Special Landscape Area (square feet) Speical Landscape Area (square feet)
Hydrozone: Eto: KL Sq. Ft. Conversion IE EAWU
Very Low Water Use 47.8 0.1 0 0.62 0.81 -
Low Water Use 47.8 0.2 13,994 0.62 0.81 102,402
Medium Water Use S 47.8 0.5 0.62 0.81 7,671 140,332
High Water Use 47.8 0.8 0.62 0.73 - -
High (Water Feature) 47.8 1.0 0.62 1.00 - -
Total EAWU: 21,665 242,733
EAWU= Estimated Applied Water Use (gallons per year)
Eto= Reference Evapotranspiration from Appendix C (inches per year) KI= Landscape Coefficient
LA= Landscaped Area (square feet)

0.62= Conversion Factor (to gallons per square foot)
IE= Irrigation Efficiency= IME X DU (See definication in Appendix E for exmaplne IE percentages) IME= Irrigation Management Efficiency (90%)
DU= Distribution Uniformity of Irrigation Head
KI= Ks x Kc x Kmc
Ks= species factor (range 1.0- 0.9) (see WUCOLS list for values) Kd= density factor (range 0.5- 1.3) (see WUCOLS list for density value) Kmc= microclimatic factor (range 0.5- 1.4) (see WUCOLS) Table A- PF (Plant Factor)
Cool Season Turf= 0.8
Warm Season Turf= 0.7
High Water Use Plants= 0.7 (can be between 0.7-0.9)
Moderate Water Use Plants= 0.5 (can be between 0.4-0.6) Low Water Use Plants= 0.2 (can be between 0.1-0.3)
Very Low Water Use Plants= 0.1
IE (Irrigation Efficiency)- Appendix E
Pop-up Stream Rotor= 0.73
Rotor Head= 0.76
Microspray= 0.76
Bubblers= 0.77
Drip Emitters= 0.81
Subsurface Irrigation= 0.81
Project Name: La Paz Village

WATER EFFICIENT WORK SHEET
Total EAWU = (Eto x KL x LA in Sq.ft. / IE)= Gallons per Year

47.8 21,665
0 Maximum Applied Water Allowance (MAWA)
Estimated Annual Water Use:

Total MAWA = (Eto x 0.50 x LA in Sq.ft. x 0.62)+(Eto x 1.0 x SLA in Sq.ft. x 0.62)= Gallons per year for LA + SLA Date: April 17th, 2025

LAGUNA HILLS, CA

LA PAZ VILLAGE -

05.19.2025 L-4 Collaborative

CONCEPTUAL IRRIGATION MASTER PLAN
0 10’ 20’ 40’
Scale: 1”=20’-0”

Page 1042 of 1981 ends

LEGEND
OPEN SPACE:
1ST FLOOR: 29,682 SF
2ND FLOOR: 17,900 SF
TOTAL: 47,582 SF
REQUIRED LANDSCAPE AREA (15%): 7,137 SF
TOTAL PROVIDED LANDSCAPE AREA: 21,665 SF
1ST FLOOR:

PLANTING AREA: 10,682 SF
REFRESHED LANDSCAPE AREA: 5,339 SF
2ND FLOOR:

PLANTING AREA: 10,983 SF
LEVEL 1 LEVEL 2

LAGUNA HILLS, CA

LA PAZ VILLAGE -

05.19.2025 L-5 Collaborative
0 15’ 30’ 60’
CONCEPTUAL LANDSCAPE AREA CALCULATION PLAN Scale: 1”=30’-0”

Page 1043 of 1981 ends

LEGEND
Tubular Steel View Fence
Retaining Block Wall (per Civil Engineer)
Existing Wall and Fence (to be Protected in
Place)

LA PAZ ROAD

MACKENZIE STREET

MCINTYRE STREET

LAGUNA HILLS, CA

LA PAZ VILLAGE -

05.19.2025 L-6 Collaborative
0 10’ 20’ 40’
WALL AND FENCE PLAN - LEVEL ONE (ON GRADE) Scale: 1”=20’-0”

Page 1044 of 1981 ends

LEGEND
Pool Glass Fence LA PAZ ROAD

MACKENZIE STREET

MCINTYRE STREET

LAGUNA HILLS, CA

LA PAZ VILLAGE -

05.19.2025 L-7 Collaborative
0 10’ 20’ 40’
WALL AND FENCE PLAN - LEVEL TWO (PODIUM) Scale: 1”=20’-0”

Page 1045 of 1981 ends

POOL GLASS FENCE
• 5’ ht min.
• 4’ horizontal non-climbable clearance
• 1/2” tempered glass
Pool Enclosure Glass Gate Pool Enclosure Glass Panels Stainless Steel Hardware 5’ ht. min.

TUBULAR STEEL VIEW FENCE
Tubular Steel View Fence Paint Color - Urban Bronze
8’ ht.
5’ ht. min.
• 5’ ht. min. Tubular Steel Fence
• Apply (1) coat primer and (2) coats paint. All members should be metalized after fabrication.

LAGUNA HILLS, CA

LA PAZ VILLAGE -

05.19.2025 L-8 Collaborative

WALL AND FENCE SCHEDULE

Page 1046 of 1981 ends

RETAINING BLOCK WALL (PER CIVIL ENGINEER)

SECTION B-B

NORTH-SOUTH OF PROJECT SITE
*La Paz Senior Housing City Submittal Set 11.17.23 - CV Consulting, Inc. Civil Engineering CMU Wall - White Splitface CMU Wall- White Precision Wall Cap - White Precision CMU Wall - White

LAGUNA HILLS, CA

LA PAZ VILLAGE -

05.19.2025 L-9 Collaborative

WALL AND FENCE SCHEDULE

Page 1047 of 1981 ends

LAGUNA HILLS, CA

LA PAZ VILLAGE -

05.19.2025 L-10 Collaborative

CONCEPTUAL MASTER PLANTING PALETTE

BOTANICAL NAME COMMON NAME SIZE WUCOL

BOTANICAL NAME COMMON NAME SIZE WUCOL
TREE SCHEDULE:

SHRUB SCHEDULE:

Aloe bainesii
Dracena draco
Koelreuteria paniculata
Lagerstroemia indica
Laurus nobilis
Olea euopaea ‘Swan Hill’
Parkinsonia x Desert Museum
Phoenix dactylifera
Pinus canariensis
Tristania conferta
Washingtonia robusta
Aloe Tree
Dragon Tree
Golden Rain Tree
Crepe Myrtle
Bay Laurel
Swan Hill Olive
Desert Museum Palo Verde
Date Palm
Canary Island Pine
Brisbane Box Tree
Mexican Fan Palm
15 Gal
15 Gal
15 Gal
15 Gal
15 Gal
15 Gal
15 Gal
16’ BTH
15 Gal
15 Gal
16’ BTH
L
L
L
M
L
L
L
L
M
M
L
Agave
Bougainvillea
Dianella tasmanica ‘Variegata’
Disictis buccinatoria
Dietes bicolor
Echeveria spp.

Festuca Glauca ‘Elijah Blue’
Furcraea foetida ‘Mediopicta’
Hesperaloe parviflora
Ligustrum Japonica
Lomandra longifolia ‘Breeze’
Olea europaea ‘Montra’
Podocarpus henkelii
Rhaphiolepis indica
Rhaphiolepis ‘Majestic Beauty’
Rosmarinus officinalis ‘Prostrate’
Senecio serpens
Agave spp.

Bougainvillea ‘Oo la la’
Variegated Flax Lily
Red Trumpet Vine
Fortnight Lily
Echeveria
Elijah Blue Fescue
Mauritius Hemp
Red Yucca
Japanese Privot
Dwarf Mat Rush
Little Ollie
Leafed Yellowwood
Indian Hawthorn ‘Clara’
‘Majestic Beauty’ Indian Hawthorn
Prostrate Rosemary
Blue Chopsticks
5 gal
1 gal
1 gal
15 gal
5 gal
5 gal
1 gal
5 gal
1 gal
5 gal
5 gal
5 gal
15 gal
1 gal
5 gal
1 gal
1 gal
L
L
M
M
L
L
L
L
L
L
M
L
M
L
M
L
L
GROUNDCOVER SCHEDULE:

Carissa macrocarpa ‘Green Carpet’
Baccharis pilularis
Lonicera j. halliana
Trachelospermum jasminoides
Green Carpet Natal Plum
Dwarf Coyote Brush
Hall’s Japanese Honeysuckle
Star Jasmine
1 gal
1 gal
1 gal
1 gal
L
L
L
M

Page 1048 of 1981 ends

COURTYARD
P.

COAT
P.

COAT
P. COAT P. COAT P. COATP. COAT P. COAT P. COAT P.

L. P. L. P. L. P. L. P. L. COAT P. COAT P. COAT P.

COAT
P.

COAT
P. COAT P.

COAT
P.

L. club golf
dining kitchen
m off
w pool terrace P. L.

L. off gym/yoga
COAT
P. DN 18R P. L. P. L.

COAT
P.

L. fireman's tunnel DN 18R POOL POOL

RAISED PLANTER

RAISED PLANTER
R
S

S E T I R E G
E R NNo. 69467
I L Exp. 6/30/24
T A
C I V
N
A I
E

O F E S S
P R
DE
I O N
L A
E
I N
S
J
G
A MOHT
WHEAT
OS
EPH
F

F C A L I O
T E
R
O
N
A I

NOT FOR CONSTRUCTION
TJW ENGINEERING, INC.

Traffic Engineering & Transportation Planning Consultants 9841 Irvine Center Drive, Suite 200, Irvine, CA 92618
t: (949) 878-3509 f: (949) 878-3593
www.tjwengineering.com

Page 1049 of 1981 ends

NOT FOR CONSTRUCTION
R
S

S E T I R E G
E R NNo. 69467
I L Exp. 6/30/24
T A
C I V
N
A I
E

O F E S S
P R
DE
I O N
L A
E
I N
S
J
G
A MOHT
WHEAT
OS
EPH
F

F C A L I O
T E
R
O
N
A I BASEMENT LEVEL: PARKING GARAGE TJW ENGINEERING, INC. Traffic Engineering & Transportation Planning Consultants 9841 Irvine Center Drive, Suite 200, Irvine, CA 92618 t: (949) 878-3509 f: (949) 878-3593 www.tjwengineering.com

Page 1050 of 1981 ends

6.0 6.7 7.2 7.6 7.8 7.7 7.4 6.9 6.3 7.0 7.7 8.3 8.8 9.1 9.0 8.6 8.0 7.2 7.7 8.7 9.4 9.9 10.1 10.0 9.7 9.0 8.0 8.3 9.3 10.2 10.7 10.8 10.7 10.4 9.7 8.6 8.8 9.8 10.6 11.2 11.4 11.3 10.9 10.1 9.1 9.2 10.1 10.8 11.5 11.8 11.6 11.1 10.3 9.4 9.5 10.3 11.0 11.6 11.9 11.8 11.3 10.5 9.5 9.7 10.6 11.3 11.9 12.1 12.0 11.5 10.7 9.7 10.1 11.0 11.6 12.2 12.5 12.4 11.8 11.0 10.0 10.5 11.4 12.1 12.8 13.0 12.9 12.3 11.4 10.4 11.0 11.9 12.7 13.3 13.4 13.3 12.7 11.8 10.7 11.4 12.3 13.2 13.6 13.7 13.5 13.0 12.1 10.8 11.9 12.8 13.4 13.9 14.0 13.8 13.2 12.2 11.0 12.6 13.2 13.7 14.1 14.2 13.9 13.2 12.2 11.1 13.5 13.8 14.1 14.3 14.4 14.0 13.2 12.2 11.1 14.5 14.5 14.7 14.8 14.6 14.1 13.3 12.3 11.1 15.8 15.3 15.4 15.3 15.0 14.4 13.5 12.5 11.3 17.0 16.1 16.0 15.8 15.4 14.7 13.8 12.7 11.4 17.8 16.6 16.5 16.2 15.5 14.9 14.0 12.9 11.4 17.8 16.7 16.6 16.3 15.6 14.9 14.0 12.8 11.4 17.2 16.4 16.3 16.0 15.5 14.7 13.7 12.5 11.2 16.3 15.9 15.8 15.6 15.1 14.4 13.4 12.3 11.0 15.4 15.3 15.3 15.2 14.8 14.1 13.2 12.1 10.9 14.9 15.0 15.0 15.0 14.7 14.0 13.1 12.0 10.8 14.6 14.9 14.9 15.0 14.7 14.1 13.1 12.0 10.8 14.7 15.0 15.1 15.1 14.8 14.1 13.2 12.0 10.7 14.8 15.0 15.2 15.1 14.6 14.0 13.2 12.0 10.5 14.9 15.0 15.1 14.9 14.4 13.8 12.9 11.6 10.2 14.9 14.9 14.7 14.5 14.0 13.3 12.2 11.0 14.8 14.7 14.3 14.0 13.4 12.6 11.5 10.2 14.6 14.4 13.9 13.5 12.8 11.8 10.6 9.4 14.3 14.0 13.5 12.9 12.1 11.0 9.8 14.0 13.6 13.1 12.4 11.4 10.3 9.0 13.5 13.1 12.6 11.8 10.6 9.5 12.9 12.4 11.8 11.0 9.8 12.2 11.6 10.8 11.4 2.5 5.7 7.4 4.5 3.0 3.1 3.6 7.2 9.2 5.2 3.4 3.3 3.6 6.5 7.9 4.9 3.3 3.2 3.6 6.5 7.9 4.9 3.3 3.3 3.6 5.0 3.4 3.4 3.8 7.4 9.4 5.4 3.6 3.6 3.9 7.5 9.4 5.4 3.6 3.6 4.0 7.5 9.4 5.4 3.7 3.6 4.0 7.5 9.4 5.3 3.5 3.6 9.7 14.2 6.2 4.5 4.6 5.2 11.6 16.8 7.0 5.0 4.8 5.2 10.8 14.9 6.7 4.8 4.7 5.1 10.8 14.9 6.7 4.8 4.7 5.1 6.8 5.0 4.9 5.5 11.9 17.0 7.2 5.3 5.1 5.7 12.0 17.1 7.2 5.3 5.1 5.7 12.0 17.1 7.3 5.3 5.1 5.6 11.9 16.9 6.9 4.7 5.4 13.9 23.2 8.9 6.4 6.4 7.6 16.3 26.1 10.1 6.9 6.6 7.5 15.3 24.0 9.4 6.7 6.5 7.5 15.3 24.0 9.4 6.7 6.5 7.5 15.3 24.1 9.6 6.9 6.7 8.0 16.5 26.4 10.4 7.3 7.0 8.1 16.6 26.4 10.4 7.3 7.0 8.1 16.6 26.4 10.4 7.3 7.0 8.0 16.5 26.1 9.7 6.1 7.5 19.2 31.8 12.8 8.4 8.2 10.3 21.9 34.6 14.1 9.1 8.4 10.2 20.9 32.9 13.4 8.8 8.3 10.1 20.9 32.9 13.5 8.8 8.4 10.2 20.9 33.0 13.6 9.0 8.6 10.7 22.2 34.9 14.3 9.4 8.8 10.8 22.3 34.9 14.4 9.4 8.8 10.8 22.3 34.9 14.4 9.4 8.8 10.7 22.1 34.5 13.4 7.7 9.3 24.3 38.4 15.6 10.1 9.4 12.4 26.6 40.0 16.8 10.6 9.7 12.3 26.1 39.6 16.4 10.5 9.7 12.4 26.2 39.6 16.4 10.6 9.7 12.4 26.2 39.7 16.5 10.7 9.8 12.7 26.8 40.2 17.0 10.8 9.9 12.8 26.9 40.2 17.0 10.8 9.9 12.8 26.9 40.3 17.0 10.8 9.9 12.7 26.6 39.7 15.9 8.9 9.8 25.1 39.1 16.3 10.4 9.5 12.4 26.3 39.7 16.5 10.7 9.9 12.8 27.0 40.3 17.1 10.9 10.0 12.9 27.1 40.4 17.2 11.0 10.1 13.0 27.1 40.4 17.2 11.0 10.0 12.7 26.6 39.9 16.7 10.8 10.0 12.7 26.5 39.9 16.7 10.9 10.0 12.7 26.6 40.0 16.7 10.9 10.0 12.6 26.4 39.4 15.7 9.0 7.3 6.9 6.9 8.6 21.3 34.5 14.2 9.3 8.7 10.7 21.7 33.6 14.2 9.5 9.1 11.3 23.0 35.6 15.0 9.9 9.3 11.5 23.1 35.6 15.1 10.0 9.3 11.5 23.2 35.6 15.0 9.9 9.2 11.1 22.0 33.8 14.4 9.6 9.0 10.9 21.9 33.7 14.3 9.6 9.1 11.0 22.0 33.9 14.4 9.7 9.1 11.0 21.9 33.5 13.7 8.3 7.1 7.0 7.3 8.2 9.3 3.3 4.4 6.9 16.8 27.0 11.1 7.8 7.4 8.8 17.1 25.8 11.0 8.0 7.8 9.2 18.2 28.0 11.8 8.4 8.0 9.4 18.3 28.0 11.9 8.4 8.1 9.4 18.4 28.0 11.8 8.3 7.9 9.1 17.4 26.0 11.2 8.0 7.7 9.0 17.1 25.8 11.0 8.0 7.7 9.1 17.4 26.1 11.2 8.1 7.8 9.1 17.3 25.9 10.9 7.4 6.8 7.1 8.0 9.0 10.0 2.9 3.9 5.7 14.1 20.1 9.4 6.6 6.4 7.3 14.5 19.1 9.7 6.9 6.7 7.7 15.1 20.4 9.8 7.1 6.9 7.9 15.2 20.4 9.9 7.2 7.0 7.9 15.2 20.4 9.9 7.1 6.9 7.7 14.8 19.3 9.8 6.9 6.7 7.5 14.1 18.4 9.5 6.9 6.7 7.6 14.8 19.3 9.9 7.1 6.9 7.8 14.9 19.4 9.9 7.0 6.8 7.5 9.5 11.1 11.2 2.7 3.7 5.3 13.0 17.1 9.5 6.1 6.1 6.9 13.4 16.7 9.8 6.4 6.4 7.1 13.6 16.9 9.9 6.6 6.5 7.2 13.7 16.9 10.0 6.6 6.5 7.2 13.7 17.0 10.0 6.6 6.5 7.2 13.7 17.0 10.0 6.5 6.4 7.0 12.9 15.7 9.7 6.5 6.5 7.2 13.7 17.0 10.1 6.8 6.7 7.5 14.0 17.3 10.5 7.2 7.3 8.1 12.4 15.5 12.8 2.9 3.9 5.8 14.2 20.3 9.5 6.7 6.6 7.6 15.0 20.4 9.8 7.0 6.8 7.7 14.7 19.4 9.9 7.0 6.8 7.7 14.8 19.4 9.9 7.1 6.9 7.7 14.8 19.5 10.0 7.2 7.0 8.0 15.2 20.6 10.0 7.2 6.9 7.7 14.3 18.7 9.7 7.1 7.0 8.0 15.3 20.7 10.2 7.5 7.3 8.3 15.6 21.2 10.7 8.3 8.4 9.6 16.7 22.9 14.2 3.4 4.5 7.1 16.9 27.4 11.4 8.1 7.8 9.3 18.2 28.1 11.9 8.4 8.0 9.2 17.4 26.3 11.4 8.3 7.9 9.2 17.5 26.3 11.4 8.3 8.0 9.3 17.5 26.4 11.5 8.5 8.2 9.6 18.5 28.4 12.1 8.6 8.1 9.3 17.4 26.2 11.4 8.4 8.2 9.6 18.6 28.5 12.3 8.9 8.6 10.0 19.0 29.1 13.0 9.9 10.0 11.8 21.2 32.0 17.0 3.9 5.4 8.8 21.6 34.9 14.6 9.7 9.2 11.5 23.2 35.9 15.2 10.1 9.4 11.3 22.3 34.3 14.7 9.9 9.4 11.3 22.3 34.3 14.8 10.0 9.5 11.4 22.4 34.4 14.9 10.1 9.7 11.8 23.5 36.2 15.5 10.3 9.6 11.4 22.3 34.3 14.8 10.1 9.7 11.9 23.6 36.3 15.7 10.6 10.1 12.3 24.1 36.9 16.6 11.8 11.7 14.4 26.7 40.3 20.6 4.2 5.9 10.2 25.6 39.7 16.9 10.9 10.1 13.1 27.4 40.8 17.6 11.4 10.4 13.2 27.0 40.5 17.3 11.4 10.5 13.2 27.1 40.6 17.3 11.4 10.6 13.3 27.2 40.7 17.4 11.5 10.7 13.6 27.8 41.1 17.9 11.6 10.6 13.3 27.2 40.6 17.4 11.5 10.7 13.6 27.8 41.2 18.0 11.8 11.0 14.0 28.3 41.9 19.0 13.2 12.8 16.3 31.2 45.5 23.1 4.2 5.8 9.9 25.0 39.1 16.3 10.7 10.0 12.8 26.8 40.3 17.1 11.3 10.5 13.4 27.7 41.0 17.8 11.6 10.7 13.6 27.8 41.1 17.9 11.7 10.7 13.7 27.9 41.2 17.9 11.7 10.7 13.4 27.3 40.7 17.4 11.6 10.7 13.6 27.9 41.2 17.9 11.7 10.7 13.4 27.3 40.7 17.5 11.7 10.9 13.8 27.8 41.5 18.6 13.2 12.8 16.2 30.9 45.1 22.8 3.8 5.2 8.4 20.5 33.0 13.9 9.4 9.0 11.0 22.1 34.0 14.7 10.0 9.6 11.8 23.6 36.1 15.6 10.5 9.8 12.0 23.7 36.3 15.7 10.6 9.9 12.1 23.9 36.4 15.7 10.5 9.7 11.7 22.7 34.5 15.0 10.3 9.8 12.1 23.9 36.4 15.7 10.5 9.8 11.7 22.6 34.5 15.1 10.4 9.9 12.0 23.2 35.3 16.2 12.0 12.0 14.6 26.3 39.1 20.6 3.3 4.4 6.8 16.0 25.3 10.7 7.7 7.6 9.0 17.3 26.1 11.4 8.4 8.1 9.7 18.8 28.6 12.3 8.9 8.5 9.9 18.9 28.7 12.4 9.0 8.6 10.1 19.2 29.0 12.6 8.9 8.4 9.7 18.1 26.8 11.9 8.7 8.5 10.0 19.2 29.0 12.5 8.9 8.4 9.7 17.9 26.6 11.8 8.7 8.5 10.0 18.4 27.4 13.0 10.6 10.9 12.8 21.5 31.1 17.5 2.9 3.9 5.7 13.8 19.1 9.5 6.6 6.6 7.5 14.7 19.3 9.9 7.2 7.1 8.1 16.0 21.5 10.5 7.6 7.4 8.4 16.1 21.7 10.6 7.7 7.5 8.5 16.7 22.4 10.9 7.7 7.5 8.3 15.7 20.5 10.6 7.6 7.5 8.5 16.7 22.4 10.9 7.7 7.4 8.2 15.2 19.8 10.4 7.6 7.5 8.5 15.4 20.1 11.6 9.5 10.1 11.4 18.1 23.1 15.9 2.9 3.8 5.4 13.2 17.5 9.6 6.3 6.3 7.1 13.6 16.9 10.1 6.7 6.7 7.5 14.7 18.5 10.6 7.1 7.0 7.7 14.9 18.6 10.8 7.2 7.2 8.0 15.8 20.2 11.1 7.4 7.2 7.9 15.0 18.9 10.8 7.3 7.2 8.0 15.8 20.2 11.1 7.3 7.1 7.7 14.2 17.4 10.5 7.2 7.2 8.0 14.1 17.3 11.8 9.2 9.8 11.1 15.0 17.4 15.5 3.1 4.1 6.1 14.7 21.7 9.9 7.0 6.9 7.8 15.1 20.6 10.0 7.3 7.2 8.2 16.0 21.6 10.5 7.6 7.4 8.4 16.1 21.8 10.7 7.8 7.6 8.8 17.1 23.9 11.3 8.0 7.8 8.8 16.6 23.1 11.0 8.0 7.8 8.9 17.2 23.9 11.3 7.9 7.6 8.5 15.7 21.1 10.5 7.8 7.7 8.6 15.5 20.3 11.8 9.7 10.2 11.5 13.4 14.7 14.8 3.6 4.8 7.6 18.1 29.4 12.0 8.4 8.0 9.5 18.4 28.3 12.1 8.7 8.3 9.8 18.8 28.7 12.4 8.9 8.5 9.9 18.9 28.8 12.5 9.1 8.8 10.5 20.3 31.0 13.3 9.4 8.9 10.6 20.2 30.8 13.2 9.4 9.0 10.6 20.4 31.0 13.3 9.3 8.8 10.1 18.9 28.8 12.5 9.1 8.8 10.3 18.6 27.8 13.4 10.8 11.1 12.1 13.4 14.3 14.8 4.0 5.6 9.2 22.7 36.5 15.3 10.0 9.4 11.6 23.3 36.0 15.4 10.3 9.7 11.9 23.6 36.3 15.6 10.5 9.9 12.0 23.7 36.4 15.8 10.7 10.1 12.5 25.0 38.2 16.5 11.0 10.2 12.6 24.9 38.1 16.4 11.0 10.2 12.6 25.0 38.2 16.4 10.9 10.1 12.2 23.8 36.5 15.9 10.8 10.3 12.4 23.5 35.8 16.6 12.1 12.0 12.7 13.7 14.4 14.7 4.2 5.9 10.2 25.8 40.2 17.0 10.9 10.1 13.2 27.4 40.8 17.6 11.4 10.6 13.5 27.7 41.1 17.8 11.6 10.7 13.6 27.8 41.2 17.9 11.7 10.8 13.7 28.2 41.8 18.2 11.8 10.8 13.7 28.1 41.8 18.1 11.8 10.8 13.8 28.2 41.8 18.2 11.8 10.9 13.8 27.9 41.4 18.2 12.1 11.3 14.2 28.3 42.1 19.0 13.3 12.6 13.1 13.7 14.2 14.6 4.1 5.7 9.5 24.0 37.7 16.0 10.4 9.9 12.7 26.7 40.2 17.0 11.2 10.4 13.1 27.0 40.4 17.2 11.4 10.5 13.3 27.1 40.5 17.3 11.4 10.5 12.9 26.3 39.2 17.0 11.2 10.4 12.9 26.2 39.2 17.0 11.2 10.4 12.9 26.3 39.3 17.1 11.3 10.6 13.4 27.3 40.8 17.7 12.0 11.3 14.5 29.0 42.6 19.6 13.5 12.7 13.2 13.6 14.0 14.3 3.6 4.9 7.8 18.9 30.8 12.6 8.9 8.7 10.8 21.9 33.8 14.5 9.8 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6.1 7.7 8.6 8.5 8.3 8.3 8.9 9.3 8.9 7.9 7.1 6.9 7.3 7.8 7.9 7.0 5.8 4.9 4.3 5.5 6.6 7.3 7.6 7.6 7.7 7.9 7.9 7.7 7.1 6.5 6.4 6.6 6.8 6.6 6.1 5.2 4.3

NOT FOR CONSTRUCTION
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S E T I R E G
E R NNo. 69467
I L Exp. 6/30/24
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REVERSE TEXT HEIGHT TYPE DOOR REVERSE TEXT
R
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S E T I R E G
E R NNo. 69467
I L Exp. 6/30/24
T A
C I V
N
A I
E

O F E S S
P R
DE
I O N
L A
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I N
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A MOHT
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F C A L I O
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NOT FOR CONSTRUCTION GROUND LEVEL: PARKING GARAGE TJW ENGINEERING, INC.

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REVERSE TEXT HEIGHT TYPE DOOR REVERSE TEXT 6.9 8.5 10.1 12.4 14.6 8.3 9.4 9.6 9.3 8.9 8.7 8.5 8.5 8.7 10.7 13.0 12.6 11.2 10.3 10.2 9.9 10.0 11.2 13.5 18.0 16.4 12.8 11.6 11.5 11.3 11.4 14.0 16.3 24.5 20.5 14.2 12.9 12.6 12.6 12.7 16.9 18.4 31.9 24.3 15.8 14.1 13.7 13.6 14.3 18.9 22.0 38.8 28.1 17.7 15.1 14.3 14.4 15.8 22.4 3.6 4.4 5.5 6.7 8.4 13.7 33.5 22.1 12.1 10.7 11.3 15.8 34.9 23.2 12.9 11.1 11.5 4.0 4.8 5.8 6.8 7.9 11.3 25.5 17.8 10.4 9.7 10.2 13.1 26.9 19.0 11.5 10.4 10.4 4.7 5.5 6.3 7.1 7.9 10.2 17.9 14.3 9.2 9.0 9.5 11.7 19.4 15.9 10.6 10.1 10.0 5.5 6.3 7.1 7.8 8.3 9.9 12.7 11.4 8.8 8.7 9.2 11.2 14.3 13.4 10.9 10.4 10.3 6.2 7.1 8.0 8.5 8.8 9.5 10.1 9.6 8.7 8.5 9.2 10.6 11.9 12.1 11.6 11.2 11.2 6.7 7.7 8.4 8.8 9.1 9.4 9.3 8.8 8.3 8.3 9.0 10.2 11.2 11.6 11.8 12.0 12.3 6.6 7.6 8.2 8.6 8.9 9.0 8.7 8.2 7.9 8.0 8.6 9.5 10.4 11.1 11.7 12.2 13.1 6.0 6.8 7.5 7.9 8.0 7.9 7.7 7.4 7.1 7.2 7.7 8.4 9.1 10.0 10.9 11.5 13.1 5.0 5.7 6.2 6.6 6.7 6.6 6.4 6.2 6.1 6.2 6.6 7.1 7.6 8.4 9.3 10.1 11.9 4.0 4.5 4.9 5.2 5.3 5.2 5.1 5.0 5.0 5.1 5.3 5.6 6.1 6.7 7.5 8.3 9.6 3.3 2.6 2.0 2.0 2.5 3.4 3.7 2.8 2.2 2.2 2.6 3.6 3.8 2.9 2.3 2.3 2.7 3.7 3.9 3.1 2.5 2.6 3.3 4.4 7.9 6.1 4.6 3.8 3.8 4.3 4.3 3.2 2.4 2.2 2.5 3.3 3.4 2.3 7.0 4.1 2.9 3.0 3.6 6.7 7.5 4.4 3.2 3.2 3.7 6.8 7.6 4.5 3.3 3.3 3.9 7.0 7.8 4.7 3.6 3.7 4.4 7.7 12.2 8.0 5.8 5.0 5.0 7.6 8.1 4.8 3.3 3.2 3.6 6.5 7.0 3.7 13.2 5.5 4.3 4.3 5.1 11.6 13.8 6.0 4.6 4.6 5.3 11.8 13.9 6.1 4.7 4.7 5.4 11.9 14.1 6.3 5.0 5.1 5.9 12.7 18.7 9.6 7.3 6.4 6.5 12.6 14.4 6.3 4.8 4.5 5.0 11.3 13.2 4.9 21.1 8.1 6.1 6.1 7.5 17.3 21.8 8.6 6.5 6.4 7.7 17.4 22.0 8.7 6.6 6.5 7.9 17.6 22.1 8.9 6.9 6.9 8.4 18.4 26.5 12.1 9.1 8.2 9.0 18.2 22.4 8.9 6.6 6.3 7.4 16.9 20.9 7.1 28.6 11.6 8.1 8.0 10.3 23.4 29.5 12.2 8.5 8.3 10.5 23.6 29.6 12.3 8.6 8.4 10.7 23.7 29.8 12.5 8.9 8.8 11.2 24.5 30.8 14.0 10.9 11.5 33.6 15.3 10.8 9.9 11.7 24.3 30.1 12.5 8.6 8.2 10.2 22.9 28.4 10.2 5.6 10.1 26.6 34.2 14.1 9.7 9.4 12.7 28.2 35.2 14.7 10.1 9.7 13.0 28.4 35.3 14.9 10.2 9.8 13.1 28.6 35.5 15.1 10.5 10.2 13.6 29.2 36.4 16.3 12.2 12.4 16.3 32.4 39.8 19.7 15.2 14.6 17.4 32.4 38.6 17.4 12.1 11.2 14.0 29.1 35.7 15.0 10.2 9.6 12.5 27.6 33.9 12.5 6.6 4.5 5.8 10.6 27.6 34.5 14.8 10.0 9.7 13.3 29.3 35.6 15.5 10.5 10.0 13.6 29.5 35.7 15.6 10.6 10.2 13.7 29.6 35.9 15.8 10.9 10.5 14.1 30.2 36.7 16.9 12.2 12.2 16.2 32.5 39.1 19.3 14.3 13.7 16.9 32.5 38.3 17.7 12.1 11.3 14.4 30.0 36.1 15.8 10.5 9.9 13.1 28.6 34.3 13.2 6.9 4.7 2.6 3.8 5.3 9.2 24.0 31.0 12.8 9.1 8.9 11.6 25.5 32.0 13.4 9.5 9.2 11.9 25.8 32.2 13.6 9.7 9.4 12.0 25.9 32.3 13.7 9.9 9.6 12.4 26.4 33.0 14.6 10.9 10.9 13.9 28.0 34.7 16.2 12.3 12.0 14.4 28.0 34.1 15.1 10.8 10.2 12.6 26.2 32.4 13.7 9.6 9.1 11.5 25.0 30.9 11.4 6.3 4.5 3.4 2.6 2.0 2.3 3.3 4.5 7.2 18.9 24.3 10.0 7.6 7.5 9.3 20.3 25.3 10.7 8.0 7.9 9.6 20.5 25.5 10.8 8.2 8.0 9.7 20.6 25.6 11.0 8.3 8.2 10.0 21.0 26.1 11.6 9.1 9.1 11.1 22.2 27.2 12.7 10.1 9.8 11.4 22.1 26.8 12.0 9.0 8.6 10.2 20.9 25.7 10.9 8.1 7.7 9.2 19.8 24.3 9.0 5.4 4.1 3.4 2.9 2.4 2.0 2.8 3.7 5.7 14.6 17.6 8.1 6.2 6.2 7.5 15.8 18.4 8.7 6.7 6.6 7.8 16.0 18.6 8.9 6.8 6.7 7.9 16.2 18.8 9.0 7.0 6.9 8.1 16.5 19.1 9.5 7.5 7.6 8.9 17.2 19.9 10.2 8.1 8.0 9.1 17.2 19.6 9.7 7.5 7.2 8.2 16.3 18.8 8.9 6.7 6.5 7.4 15.5 17.7 7.5 4.7 3.9 3.6 3.8 3.5 1.9 2.6 3.5 5.3 12.1 14.0 7.9 5.6 5.7 6.9 13.3 14.8 8.5 6.1 6.1 7.2 13.5 15.0 8.7 6.2 6.2 7.3 13.6 15.1 8.8 6.4 6.4 7.5 13.9 15.4 9.1 6.8 6.8 8.0 14.4 15.9 9.6 7.1 7.1 8.2 14.4 15.7 9.3 6.7 6.5 7.6 13.8 15.1 8.7 6.1 6.0 6.9 13.1 14.3 7.6 4.7 4.1 4.2 6.2 6.4 2.0 2.7 3.6 5.5 13.1 15.4 7.8 5.9 6.0 7.2 14.3 16.3 8.4 6.4 6.3 7.5 14.5 16.5 8.6 6.5 6.4 7.6 14.6 16.6 8.7 6.6 6.6 7.8 14.8 16.8 9.0 6.9 6.9 8.2 15.2 17.1 9.3 7.2 7.1 8.2 15.1 17.0 9.0 6.9 6.7 7.8 14.7 16.6 8.6 6.4 6.2 7.3 14.1 15.9 7.8 5.4 4.9 5.2 10.4 11.7 2.2 3.1 4.1 6.5 16.6 21.0 8.9 6.9 6.9 8.5 18.0 21.9 9.6 7.4 7.3 8.8 18.2 22.1 9.7 7.6 7.4 8.9 18.3 22.2 9.8 7.7 7.6 9.0 18.5 22.4 10.0 7.9 7.8 9.3 18.7 22.6 10.2 8.0 7.9 9.3 18.7 22.5 10.1 7.8 7.6 9.0 18.4 22.2 9.7 7.5 7.2 8.6 17.9 21.6 9.1 6.7 6.3 7.1 15.7 19.1 2.6 3.7 5.0 8.4 21.6 28.0 11.7 8.6 8.5 10.8 23.1 29.0 12.3 9.0 8.8 11.1 23.4 29.2 12.5 9.2 9.0 11.2 23.5 29.3 12.6 9.3 9.1 11.3 23.6 29.5 12.8 9.5 9.2 11.5 23.7 29.6 12.9 9.5 9.3 11.5 23.7 29.5 12.8 9.4 9.1 11.3 23.5 29.3 12.5 9.1 8.8 10.9 23.1 28.8 12.0 8.5 8.0 9.8 21.5 26.8 2.8 4.2 5.9 10.3 26.5 33.7 14.5 10.0 9.8 13.0 28.2 34.8 15.2 10.5 10.2 13.3 28.4 35.0 15.4 10.7 10.3 13.4 28.5 35.1 15.5 10.8 10.4 13.5 28.7 35.2 15.6 10.9 10.5 13.6 28.8 35.3 15.6 11.0 10.6 13.6 28.7 35.3 15.6 10.9 10.4 13.5 28.6 35.1 15.4 10.6 10.1 13.2 28.2 34.7 14.9 10.1 9.4 12.2 26.9 32.8 2.9 4.3 6.2 11.1 28.4 35.7 15.4 10.5 10.2 13.9 30.1 36.8 16.1 11.1 10.6 14.2 30.4 37.0 16.3 11.2 10.7 14.3 30.5 37.1 16.4 11.3 10.8 14.4 30.6 37.2 16.5 11.4 10.9 14.5 30.7 37.2 16.6 11.4 11.0 14.5 30.7 37.2 16.5 11.4 10.9 14.4 30.5 37.1 16.3 11.2 10.6 14.1 30.2 36.7 15.9 10.7 10.0 13.2 29.0 34.9 2.8 4.1 5.7 9.9 25.5 32.5 13.9 9.7 9.5 12.5 27.1 33.5 14.6 10.2 9.9 12.9 27.4 33.8 14.8 10.4 10.0 12.9 27.5 33.8 14.8 10.5 10.1 13.1 27.6 34.0 15.0 10.6 10.2 13.1 27.6 33.9 15.0 10.6 10.2 13.1 27.6 34.0 15.0 10.5 10.2 13.0 27.5 33.8 14.8 10.4 10.0 12.8 27.3 33.5 14.4 9.9 9.3 12.0 26.1 31.8 2.5 3.6 4.8 8.0 20.4 26.4 11.0 8.2 8.1 10.2 21.8 27.3 11.6 8.7 8.5 10.5 22.2 27.6 11.8 8.8 8.6 10.6 22.1 27.6 11.9 8.9 8.7 10.7 22.3 27.8 12.0 9.0 8.8 10.7 22.3 27.7 12.0 9.0 8.8 10.8 22.4 27.8 12.0 9.0 8.8 10.7 22.3 27.7 11.9 8.8 8.6 10.5 22.0 27.4 11.5 8.4 8.0 9.7 20.9 25.8 2.2 3.0 4.0 6.3 16.0 19.6 8.8 6.7 6.7 8.1 17.0 20.2 9.3 7.2 7.1 8.5 17.6 20.7 9.6 7.3 7.2 8.5 17.4 20.5 9.6 7.4 7.3 8.7 17.7 20.9 9.8 7.5 7.4 8.6 17.5 20.6 9.6 7.5 7.4 8.8 17.8 20.9 9.8 7.5 7.4 8.7 17.7 20.8 9.7 7.4 7.2 8.5 17.5 20.6 9.3 6.9 6.6 7.7 16.3 18.9 2.0 2.7 3.7 5.6 13.3 15.4 8.2 5.9 5.9 7.2 13.8 15.5 8.6 6.3 6.3 7.6 14.7 16.5 9.0 6.5 6.5 7.6 14.2 15.8 8.9 6.6 6.6 7.8 14.9 16.7 9.2 6.7 6.6 7.8 14.3 15.9 9.0 6.7 6.7 7.9 15.0 16.7 9.2 6.8 6.7 7.9 14.9 16.7 9.1 6.6 6.5 7.7 14.7 16.4 8.8 6.2 5.9 6.9 13.1 14.3 2.0 2.8 3.7 5.7 13.7 16.1 8.0 5.9 6.0 7.2 13.8 15.5 8.6 6.3 6.4 7.7 15.1 17.2 8.9 6.6 6.5 7.6 14.2 15.8 8.9 6.6 6.6 7.9 15.3 17.4 9.1 6.8 6.7 7.8 14.3 15.9 9.0 6.7 6.7 8.0 15.4 17.4 9.1 6.9 6.8 8.0 15.4 17.4 9.0 6.8 6.7 7.8 15.1 17.1 8.7 6.2 6.0 6.9 13.1 14.4 2.2 3.1 4.1 6.6 16.8 21.1 8.9 6.8 6.7 8.1 16.9 20.2 9.3 7.2 7.2 8.8 18.4 22.3 9.8 7.4 7.3 8.5 17.3 20.6 9.6 7.5 7.5 9.0 18.6 22.5 10.0 7.7 7.5 8.7 17.5 20.7 9.7 7.6 7.5 9.1 18.7 22.6 10.1 7.8 7.7 9.2 18.7 22.5 10.0 7.7 7.5 9.0 18.5 22.2 9.6 7.1 6.8 7.8 16.3 19.1 2.5 3.6 4.9 8.3 21.5 27.9 11.5 8.3 8.1 10.1 21.6 27.3 11.5 8.6 8.6 10.9 23.3 29.1 12.4 9.0 8.7 10.6 22.1 27.7 11.9 9.0 8.9 11.2 23.6 29.4 12.7 9.2 8.9 10.8 22.2 27.8 12.0 9.1 9.0 11.3 23.7 29.5 12.8 9.4 9.1 11.3 23.6 29.5 12.7 9.3 9.0 11.2 23.4 29.2 12.3 8.7 8.2 9.9 21.0 26.1 2.7 4.0 5.7 10.1 26.3 33.5 14.2 9.7 9.3 12.3 26.8 33.3 14.4 10.1 9.8 13.0 28.2 34.8 15.1 10.4 10.0 12.9 27.4 33.9 14.9 10.5 10.2 13.4 28.6 35.2 15.5 10.7 10.2 13.1 27.5 34.0 15.0 10.6 10.3 13.5 28.7 35.2 15.5 10.8 10.4 13.5 28.6 35.2 15.5 10.7 10.3 13.3 28.4 34.9 15.1 10.2 9.6 12.2 26.3 32.2 2.8 4.1 5.9 10.7 28.0 35.2 15.0 10.1 9.8 13.4 29.7 36.3 15.7 10.6 10.2 13.8 30.0 36.6 16.0 10.9 10.5 14.1 30.4 37.0 16.3 11.2 10.8 14.3 30.5 37.1 16.4 11.3 10.9 14.4 30.6 37.2 16.5 11.4 10.9 14.4 30.6 37.2 16.5 11.3 10.8 14.4 30.5 37.1 16.4 11.2 10.7 14.2 30.3 36.9 16.1 10.8 10.2 13.5 29.3 35.3 2.5 3.8 5.3 9.4 24.8 31.7 13.2 9.2 9.1 12.2 27.4 33.9 14.4 9.8 9.4 12.2 26.7 33.1 14.2 10.0 9.9 13.1 28.4 34.9 15.3 10.6 10.1 13.0 27.5 33.9 14.9 10.6 10.3 13.4 28.7 35.1 15.5 10.7 10.3 13.1 27.6 33.9 14.9 10.5 10.1 13.0 27.5 33.8 14.8 10.4 10.0 12.9 27.3 33.6 14.6 10.1 9.7 12.6 27.4 33.3 2.1 3.1 4.2 7.0 19.2 25.1 9.9 7.4 7.4 9.6 21.9 27.6 11.2 8.0 7.7 9.5 20.9 26.3 10.9 8.3 8.4 10.8 23.3 29.0 12.4 9.0 8.7 10.7 22.2 27.6 11.9 9.0 8.9 11.2 23.7 29.3 12.7 9.2 8.9 10.8 22.3 27.7 11.9 8.9 8.7 10.6 22.1 27.6 11.8 8.8 8.6 10.5 22.0 27.4 11.6 8.6 8.3 10.4 22.5 27.7 1.7 2.3 3.1 4.8 13.7 17.1 6.9 5.4 5.5 6.8 16.0 19.6 7.7 5.9 5.9 6.8 15.2 18.3 8.0 6.5 6.7 8.4 18.2 22.0 9.6 7.4 7.2 8.5 17.4 20.5 9.6 7.5 7.5 9.0 18.7 22.4 10.0 7.6 7.4 8.7 17.5 20.6 9.6 7.4 7.2 8.5 17.4 20.5 9.5 7.3 7.1 8.4 17.2 20.3 9.3 7.1 6.9 8.3 17.6 20.9 1.2 1.7 2.3 3.3 8.4 9.8 4.9 3.8 3.9 4.7 10.4 11.9 5.5 4.3 4.3 4.9 9.7 11.0 6.1 5.1 5.5 7.0 14.7 16.8 8.6 6.4 6.4 7.5 14.1 15.7 8.9 6.6 6.6 7.9 15.3 17.3 9.0 6.7 6.6 7.7 14.2 15.8 8.9 6.5 6.5 7.6 14.1 15.7 8.8 6.4 6.3 7.5 14.0 15.5 8.6 6.2 6.1 7.2 14.3 15.9 0.9 1.2 1.6 2.4 4.5 5.0 3.4 2.5 2.7 3.4 5.8 6.4 4.1 3.0 3.0 3.7 5.7 6.3 4.8 4.3 4.9 6.5 14.0 16.0 8.7 6.3 6.3 7.5 14.0 15.7 8.8 6.5 6.5 7.8 14.9 16.7 9.2 6.7 6.6 7.7 14.2 15.8 8.9 6.5 6.5 7.6 14.1 15.8 8.8 6.4 6.3 7.5 14.0 15.6 8.6 6.2 6.0 7.0 13.9 15.3 2.7 3.5 3.9 3.9 4.1 4.8 6.9 16.4 20.1 9.1 7.0 6.9 8.3 17.1 20.4 9.4 7.3 7.2 8.6 17.6 20.9 9.7 7.4 7.3 8.6 17.4 20.6 9.6 7.4 7.2 8.5 17.3 20.6 9.5 7.3 7.1 8.4 17.1 20.3 9.2 7.0 6.7 7.9 16.6 19.5 2.1 2.6 3.0 3.5 4.3 5.4 8.4 20.7 26.8 11.2 8.4 8.2 10.3 21.8 27.5 11.7 8.8 8.6 10.6 22.2 27.8 12.0 8.9 8.7 10.7 22.1 27.7 11.9 8.9 8.7 10.6 22.1 27.7 11.8 8.8 8.6 10.5 21.9 27.4 11.5 8.5 8.1 9.9 21.1 26.2 1.7 2.1 2.6 3.4 4.5 6.0 10.2 25.6 32.7 14.0 9.8 9.6 12.5 27.0 33.6 14.6 10.3 10.0 12.9 27.4 33.9 14.9 10.5 10.1 13.0 27.5 34.0 14.9 10.5 10.1 13.0 27.4 33.9 14.8 10.4 10.0 12.8 27.2 33.6 14.5 10.0 9.5 12.2 26.3 32.2 1.4 1.8 2.4 3.3 4.6 6.3 11.1 28.4 35.6 15.3 10.5 10.1 13.7 30.0 36.6 16.0 11.0 10.6 14.2 30.5 37.1 16.4 11.3 10.8 14.4 30.6 37.2 16.5 11.3 10.9 14.4 30.5 37.1 16.4 11.2 10.7 14.2 30.3 36.9 16.1 10.8 10.2 13.5 29.3 35.3 5.8 10.1 26.3 33.3 14.1 9.8 9.5 12.7 27.9 34.4 14.9 10.4 10.1 13.3 28.6 35.1 15.5 10.8 10.4 13.5 28.7 35.2 15.6 10.9 10.4 13.5 28.7 35.1 15.5 10.7 10.3 13.3 28.4 34.8 15.1 10.3 9.8 12.7 27.5 33.3 4.8 8.0 21.0 27.1 11.0 8.0 8.0 10.2 22.4 28.2 11.8 8.8 8.7 11.1 23.5 29.3 12.7 9.4 9.1 11.4 23.8 29.5 12.8 9.4 9.2 11.4 23.7 29.4 12.7 9.3 9.0 11.1 23.4 29.0 12.3 8.9 8.5 10.5 22.6 27.7 3.7 5.6 15.2 19.3 7.6 6.0 6.1 7.4 16.6 20.3 8.5 6.9 7.1 8.8 18.5 22.3 10.0 7.8 7.7 9.2 18.8 22.6 10.2 7.9 7.7 9.2 18.8 22.5 10.0 7.7 7.5 8.9 18.3 21.9 9.6 7.3 7.0 8.3 17.6 20.9 2.7 3.9 9.9 11.7 5.4 4.4 4.5 5.3 11.1 12.8 6.5 5.6 5.9 7.4 15.1 17.2 9.0 6.8 6.8 8.1 15.5 17.5 9.2 7.0 6.9 8.1 15.5 17.4 9.1 6.8 6.6 7.7 14.6 16.4 8.5 6.3 6.1 7.2 14.3 15.9 1.9 2.9 5.6 6.3 4.1 3.2 3.3 4.1 6.7 7.4 5.5 4.8 5.3 7.0 14.4 16.5 9.1 6.8 6.8 8.0 15.1 16.9 9.4 6.9 6.9 8.0 15.0 16.8 9.2 6.6 6.5 7.5 13.7 15.1 8.6 6.1 5.9 7.0 13.8 15.2 5.4 7.5 17.0 20.7 9.7 7.6 7.5 8.9 18.0 21.3 10.1 7.8 7.6 8.9 17.9 21.1 9.8 7.4 7.1 8.1 16.2 18.8 8.9 6.8 6.5 7.7 16.5 19.4 6.1 9.1 21.4 27.6 12.0 9.1 9.0 11.1 22.7 28.3 12.4 9.4 9.2 11.1 22.5 28.1 12.0 8.9 8.5 10.0 20.7 25.7 11.0 8.2 7.9 9.7 20.9 26.1 7.1 11.2 26.7 33.7 15.0 10.9 10.6 13.6 28.2 34.7 15.6 11.2 10.8 13.6 28.0 34.3 15.1 10.5 10.0 12.5 26.1 32.6 13.8 9.7 9.3 11.9 26.1 32.0 7.7 12.6 29.8 37.1 16.8 11.9 11.6 15.2 31.5 38.1 17.4 12.3 11.8 15.2 31.3 37.7 16.8 11.5 10.9 14.2 30.0 36.2 15.9 10.7 10.0 13.2 29.0 35.0 29.7 35.9 16.1 11.2 10.7 13.8 29.2 35.9 15.2 10.3 9.6 12.3 27.0 32.8 25.0 30.4 13.5 9.9 9.5 11.8 24.9 30.6 12.9 8.8 8.2 9.9 21.7 26.7 20.4 23.7 11.0 8.5 8.1 9.6 19.6 23.7 9.9 7.1 6.5 7.3 15.9 19.0 17.2 18.5 10.1 7.6 7.1 8.1 15.8 17.8 8.3 5.7 5.2 5.4 10.5 11.6 16.7 17.4 10.4 7.3 6.9 7.6 14.3 15.6 8.1 5.0 4.3 4.3 6.3 6.3 19.4 21.3 10.7 8.0 7.4 8.1 16.1 18.4 7.9 5.0 4.0 3.7 3.9 3.5 23.7 28.1 12.6 9.3 8.6 9.8 20.3 24.8 9.3 5.5 4.2 3.5 3.0 2.4 28.7 34.6 15.2 10.7 9.9 12.0 25.3 31.3 31.8 37.7 17.1 11.5 10.6 13.6 29.0 34.6 30.2 36.8 16.0 10.9 10.1 12.9 27.9 34.0 24.9 30.6 13.1 9.1 8.6 10.5 23.2 28.4 R
S

S E T I R E G
E R NNo. 69467
I L Exp. 6/30/24
T A
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O F E S S
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NOT FOR CONSTRUCTION GROUND LEVEL: PARKING GARAGE TJW ENGINEERING, INC.

Traffic Engineering & Transportation Planning Consultants 9841 Irvine Center Drive, Suite 200, Irvine, CA 92618
t: (949) 878-3509 f: (949) 878-3593
www.tjwengineering.com

Page 1053 of 1981 ends

GATE RAMP DOWN MECH/ELECT LOBBY OFFICES empl break B.O.H. PREP KITCHEN kit off cooler frzr elect hk dir & maint hall laundry mdf fire risr staff toilet jan laundry RR RR storg empl entry office sales sales office emr recept i.t. work rmparcel discovery pool above mail

MECH/ELECT

GATE TRASH
w
e 15.8 16.9 med 4 med 1 med 2 med 3 Service Center infirmary Hair Salon R. HC 3 R.EV.CH VAN 1
FIRE LANE - NO PARKING 18.0 24.0 9.0 18.0 24.0

24.0 R.VAN
5 G. 1 G.VAN EV. 13 G. 2 G. 3 G. 6 G. 5 G. 4 G. 10 G. 11 G. 9 G. 8 G. 7 G. 12 R. HC 2 R. H.C. 1 R. HC. 4 U.VAN U. 3 U. 2 U. 1
4 U. 13U. 12U. 11U. 10U. 9 U. 8 U. 7 U. 6 U. 5 U. 14 U. 15 U. 16 U. 17 R. E.V. CH 2 R. E.V. CH 3 R. E.V. CH 4 R. E.V. CH 5 R. E.V. CH 6 R. E.V. CH 7 R. E.V. CH 8 R. E.V. CH 9 R. E.V. CH 10 R. E.V. CH 11 R. E.V. CH 12 R. E.V. C. 1 R. E.V. C. 2 R. E.V. C. 3 R. E.V. C. 4 R. E.V. C. 5 R. E.V. R. 30 R. E.V. C. 6 R. E.V. C. 7 R. E.V. C. 8 R. E.V. C. 9 R. E.V. C. 10 R. E.V. C. 11 R. E.V. C. 12 R. E.V. C. 13 R. EV. C. 16 R. EV. C. 17 R. EV. C. 18 R. EV. C. 19 R. EV. C. 20 R. EV. C. 21 R. EV. C. 22 R. EV. C. 23 R. E.V. R. 2 R. E.V. R. 3 R. E.V. R. 4 R. E.V. R. 5 R. E.V. R. 6 R. E.V. R. 7 R. E.V. R. 8 R. E.V. R. 9 R. E.V. R. 10 R. E.V. R. 11 R. E.V. R. 12 R. E.V. R. 13 R. E.V. R. 16 R. E.V. R. 17 R. E.V. R. 18 R. E.V. R. 19 R. E.V. R. 20 R. E.V. R. 24 R. E.V. R. 23 R. E.V. R. 22 R. E.V. C. 14R. E.V. C. 15 R. EV. R. 1 R. E.V. R. 14 R. E.V. R. 21 U. 18 U. 21U. 20U. 19 COURTYARD FIRE TURN OUT R. E.V. R. 15 U. 22 HC elev. 9.0 24.0 18.0 18.0 24.0

24.0 23.0 ELEV.

25.0 ACCESSIBLE PATH PF TRA

ACCESSIBLE PATH OF TRAVEL ACCESSIBLE PATH OF TRAVEL

ACCESSIBLE PATH OF TRAVEL ACCESSIBLE PATH OF TRAVEL
ACCESSIBLE PATH OF TRAVEL R. E.V. R. 25 P1 PARKING TOTAL 101 STALLS R
S

S E T I R E G
E R NNo. 69467
I L Exp. 6/30/24
T A
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O F E S S
P R
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F C A L I O
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NOT FOR CONSTRUCTION EXTERIOR GROUND LEVEL: PARKING/ALLEY ACCESS/COURTYARDTJW ENGINEERING, INC.

Traffic Engineering & Transportation Planning Consultants 9841 Irvine Center Drive, Suite 200, Irvine, CA 92618
t: (949) 878-3509 f: (949) 878-3593
www.tjwengineering.com

Page 1054 of 1981 ends

GATE RAMP DOWN MECH/ELECT LOBBY OFFICES empl break B.O.H. PREP KITCHENkit off cooler frzr elect hk dir & maint hall laundry mdf fire risr staff toilet jan laundry RR RR storg empl entry office sales sales office emr recept i.t. work rmparceldiscovery pool above mail

MECH/ELECT

GATE TRASH
w
e 15.8 16.9 med 4 med 1 med 2 med 3 Service Center infirmary Hair Salon R. HC 3 R.EV.CH VAN 1
FIRE LANE - NO PARKING 18.0 24.0 9.0 18.0 24.0

24.0 R.VAN
5 G. 1 G.VAN EV. 13 G. 2 G. 3 G. 6 G. 5 G. 4 G. 10 G. 11 G. 9 G. 8 G. 7 G. 12 R. HC 2 R. H.C. 1 R. HC. 4 U.VAN U. 3 U. 2 U. 1
4 U. 13U. 12U. 11U. 10U. 9 U. 8 U. 7 U. 6 U. 5 U. 14 U. 15 U. 16 U. 17 R. E.V. CH 2 R. E.V. CH 3 R. E.V. CH 4 R. E.V. CH 5 R. E.V. CH 6 R. E.V. CH 7 R. E.V. CH 8 R. E.V. CH 9 R. E.V. CH 10 R. E.V. CH 11 R. E.V. CH 12 R. E.V. C. 1 R. E.V. C. 2 R. E.V. C. 3 R. E.V. C. 4 R. E.V. C. 5 R. E.V. R. 30 R. E.V. C. 6 R. E.V. C. 7 R. E.V. C. 8 R. E.V. C. 9 R. E.V. C. 10 R. E.V. C. 11R. E.V. C. 12R. E.V. C. 13 R. EV. C. 16 R. EV. C. 17 R. EV. C. 18 R. EV. C. 19 R. EV. C. 20 R. EV. C. 21 R. EV. C. 22 R. EV. C. 23 R. E.V. R. 2 R. E.V. R. 3 R. E.V. R. 4 R. E.V. R. 5 R. E.V. R. 6 R. E.V. R. 7 R. E.V. R. 8 R. E.V. R. 9 R. E.V. R. 10 R. E.V. R. 11 R. E.V. R. 12 R. E.V. R. 13 R. E.V. R. 16 R. E.V. R. 17 R. E.V. R. 18 R. E.V. R. 19 R. E.V. R. 20 R. E.V. R. 24 R. E.V. R. 23 R. E.V. R. 22 R. E.V. C. 14R. E.V. C. 15 R. EV. R. 1 R. E.V. R. 14 R. E.V. R. 21 U.18 U. 21U. 20U. 19 COURTYARD FIRE TURN OUT R. E.V. R. 15 U. 22 HC elev. 9.0 24.0 18.0 18.0 24.0

24.0 23.0 ELEV.

25.0 ACCESSIBLE PATH PF ACCESSIBLE PATH OF TRAVEL ACCESSIBLE PATH OF TRAVEL

ACCESSIBLE PATH OF TRAVEL ACCESSIBLE PATH OF TRAVEL
ACCESSIBLE PATH OF TRAVEL R. E.V. R. 25 P1 PARKING TOTAL 101 STALLS S1 S1 S1 S1 S1 S1 A1 A2S1 S1S1S1S1 S1 S1 S1 S1 S1 S1 4.6 4.7 4.5 4.2 3.9 3.4 2.8 2.2 1.6 1.2 0.9 0.7 0.7 0.7 0.8 1.0 1.3 5.7 5.8 5.5 5.2 4.8 4.2 3.5 2.7 2.1 1.7 1.4 1.2 1.1 1.1 1.2 1.5 2.0 6.7 6.9 6.7 6.4 6.0 5.3 4.4 3.6 2.9 2.5 2.3 2.2 2.1 2.2 2.4 2.6 3.3 7.7 8.2 8.0 7.8 7.3 6.5 5.5 4.6 4.1 3.8 3.6 3.7 4.0 4.6 5.5 6.8 8.1 9.2 10.1 9.8 9.3 8.7 7.7 6.7 5.9 5.2 4.9 4.7 4.9 5.4 6.2 7.3 8.2 8.9 9.3 9.7 10.3 11.2 12.0 12.5 12.2 11.6 7.6 11.0 11.6 11.6 10.7 10.0 9.0 8.1 7.2 6.6 6.2 6.0 6.1 6.3 6.8 7.4 8.1 8.8 9.2 9.8 10.1 10.3 10.3 10.6 10.4 10.3 10.2 10.1 9.8 9.8 9.3 8.9 8.4 7.8 7.0 11.5 12.5 12.9 12.1 11.2 10.4 9.5 8.7 8.0 7.5 7.3 7.4 7.5 7.7 7.9 8.3 8.8 9.1 9.3 9.4 9.2 9.0 9.0 8.9 8.9 8.9 8.6 8.4 8.2 7.8 7.5 7.3 6.8 6.2 11.8 13.2 13.7 12.9 12.2 11.5 10.9 10.1 9.4 8.7 8.6 8.6 8.7 8.6 8.7 8.7 8.7 8.6 8.5 8.3 8.1 7.9 7.8 7.6 7.6 7.5 7.3 7.1 6.9 6.6 6.3 5.9 5.6 5.0 12.3 13.4 13.8 13.3 13.0 12.5 12.0 11.3 10.3 9.5 9.7 9.7 9.5 9.0 8.7 8.3 8.0 7.8 7.4 7.0 6.7 6.4 6.2 6.0 5.8 5.5 5.5 5.4 5.1 4.9 4.7 4.4 4.1 11.5 13.1 13.5 13.6 13.6 13.5 13.2 12.3 11.1 10.4 10.7 10.8 10.3 9.4 8.4 7.6 7.1 6.6 6.0 5.4 4.9 4.5 4.1 3.9 3.6 3.3 3.2 3.2 3.1 2.9 2.8 2.6 2.4 10.4 12.1 13.0 13.8 14.3 14.4 14.3 13.4 11.8 11.1 10.8 10.6 10.2 9.6 8.2 7.2 6.6 5.8 4.9 4.2 3.5 2.9 2.5 2.2 1.9 1.7 1.6 1.5 1.5 1.4 1.3 1.2 1.1 10.0 11.5 12.6 13.7 14.5 14.9 14.9 13.9 11.4 10.9 10.5 9.9 9.9 9.0 7.4 6.7 6.0 5.2 4.3 3.3 2.6 2.0 1.6 1.3 1.1 0.9 0.8 0.7 0.7 0.7 0.6 0.5 0.5 9.3 10.9 12.0 13.0 13.6 13.9 13.7 12.9 10.7 0.4 0.4 0.3 0.3 8.6 10.1 11.2 12.0 12.3 12.4 12.1 11.0 7.9 9.4 10.6 11.6 12.4 13.0 12.9 11.4 7.7 9.3 10.7 11.8 13.0 13.7 13.2 7.8 9.4 10.8 12.0 13.4 14.0 13.1 8.2 9.7 11.1 12.2 13.4 13.9 13.2 8.7 10.2 11.3 12.3 13.1 13.4 13.1 9.3 10.7 11.7 12.4 12.7 12.6 11.8 9.8 11.2 12.0 12.6 12.4 11.9 11.0 10.4 12.0 12.5 12.7 12.4 11.6 10.6 11.8 13.2 13.3 12.9 12.3 11.4 10.3 12.6 13.7 14.1 13.2 12.3 11.2 10.0 12.3 13.9 14.4 13.4 12.2 11.1 9.8 12.5 13.7 14.2 13.3 12.2 11.1 9.9 12.1 13.3 13.5 12.9 12.2 11.2 10.1 10.6 12.2 12.6 12.6 12.3 11.4 10.4 9.9 11.2 12.0 12.5 12.3 11.6 10.8 9.4 10.8 11.7 12.3 12.4 12.1 11.2 9.0 10.4 11.4 12.2 12.7 12.9 12.6 10.7 8.6 10.0 11.2 12.2 13.1 13.7 13.2 11.8 8.2 9.8 11.0 12.1 13.3 14.1 13.2 11.7 8.2 9.7 11.0 12.0 13.2 13.9 13.1 11.7 8.4 9.8 10.9 11.9 12.7 13.2 12.9 11.5 8.7 10.0 11.0 11.7 12.1 12.2 11.8 10.0 9.0 10.2 11.0 11.6 11.6 11.2 10.4 9.0 9.2 10.5 11.1 11.5 11.1 10.5 9.7 8.3 9.9 11.4 11.5 11.2 10.7 9.9 8.9 7.5 11.1 11.9 11.9 11.1 10.2 9.1 8.0 6.6 10.8 11.8 12.0 10.8 9.6 8.3 7.1 5.7 10.5 11.5 11.5 10.3 8.9 7.5 6.2 4.8 10.3 10.7 10.5 9.3 8.2 6.8 5.4 4.1 9.0 9.6 9.1 8.2 7.3 6.1 4.8 3.5 7.4 7.9 7.6 7.2 6.5 5.4 4.2 3.0 4.7 3.7 2.7 7.0 7.5 7.5 7.6 8.4 8.4 8.2 7.9 7.5 7.4 5.8 6.0 5.9 5.8 5.8 5.5 5.2 5.1 5.3 5.4 5.8 6.1 6.4 6.7 7.0 7.2 7.5 7.7 7.9 8.0 8.2 8.3 8.3 8.3 8.3 8.3 8.2 8.3 8.1 8.0 7.9 7.7 7.5 7.3 7.0 6.7 6.4 6.1 5.5 5.0 4.4 3.8 3.4 3.2 3.0 2.8 2.6 2.5 2.3 2.3 6.7 6.9 6.8 6.8 6.6 6.2 5.8 5.8 6.1 6.4 7.0 7.4 7.7 7.9 8.3 8.5 8.9 9.2 9.4 9.5 9.6 9.7 9.7 9.9 9.9 9.8 9.7 9.8 9.6 9.5 9.4 9.2 8.9 8.7 8.3 8.1 7.9 7.5 6.9 6.2 5.4 4.8 4.3 4.1 4.1 4.0 4.0 4.0 4.1 4.1 4.2 4.2 4.2 4.1 4.1 4.0 4.0 3.9 3.8 3.8 3.7 3.7 3.6 3.4 3.1 2.9 2.6 2.4 2.0 1.7 1.4 1.2 1.1 0.9 0.8 7.3 6.9 6.6 6.7 7.0 7.3 7.8 8.4 8.9 9.3 9.9 10.2 10.3 10.6 10.8 11.0 11.3 11.4 11.2 11.3 11.2 11.3 11.4 11.4 11.2 11.0 10.8 10.6 10.4 10.4 9.9 9.5 9.1 8.6 7.9 7.4 6.7 6.1 5.6 5.3 5.3 5.4 5.6 5.8 6.0 6.2 6.5 6.7 6.7 6.7 6.7 6.7 6.7 6.6 6.5 6.3 6.3 6.1 5.9 5.6 5.1 4.7 4.3 3.8 3.3 2.8 2.3 2.0 1.7 1.4 1.1 8.1 8.2 8.4 8.9 10.0 11.2 12.1 12.3 12.0 11.6 11.8 12.6 13.3 13.5 13.0 12.3 12.1 12.7 13.3 13.6 13.1 12.2 11.6 11.9 12.4 12.7 12.0 11.1 9.9 9.2 9.0 8.8 8.3 7.6 6.8 6.2 6.1 6.3 6.7 7.0 7.5 7.9 8.3 8.5 8.7 8.6 8.7 8.7 8.7 8.6 8.6 8.4 8.2 8.0 7.7 7.2 6.7 6.2 5.6 4.9 4.2 3.6 3.0 2.6 2.2 1.8 1.5 8.1 8.7 8.7 9.5 10.6 10.6 10.9 11.3 10.7 10.9 11.8 11.7 11.7 12.0 11.3 11.0 11.8 11.9 11.7 11.9 11.4 10.7 11.1 11.5 11.0 11.0 10.7 9.6 9.4 9.4 8.3 7.4 6.6 6.0 5.9 6.0 6.6 7.3 7.9 8.6 9.3 9.9 10.2 10.4 10.4 10.2 10.2 10.3 10.2 10.1 10.0 9.9 9.6 9.2 8.7 8.1 7.5 6.6 5.8 4.9 4.0 3.4 2.8 2.4 2.1 1.7 3.6 4.4 5.1 4.8 3.9 3.5 3.7 4.5 5.4 5.4 4.7 4.1 4.0 4.5 5.4 5.7 5.0 4.2 4.0 4.3 5.2 5.6 5.1 4.2 3.8 4.1 4.9 5.7 5.5 4.6 4.2 3.9 4.0 4.3 5.0 5.8 6.7 7.7 8.5 9.6 10.6 11.3 11.6 12.0 12.1 12.1 12.1 12.2 11.9 11.9 11.7 11.5 11.2 10.8 10.2 9.4 8.5 7.5 6.7 5.7 4.7 3.8 3.1 2.5 2.1 3.1 3.3 3.8 4.9 6.2 7.4 8.5 9.5 10.6 7.7 6.7 5.6 4.3 3.1 2.4 2.0 2.4 2.5 2.9 3.7 4.7 5.9 7.3 9.2 5.5 4.2 3.2 2.4 1.9 1.5 8.9 9.7 9.4 8.6 7.9 7.2 6.6 9.4 9.8 9.7 8.6 7.4 6.1 9.1 9.7 9.8 8.5 6.9 9.1 9.6 9.5 8.2 6.8 8.7 9.2 8.7 7.6 6.5 7.2 8.1 7.6 7.0 6.2 6.5 7.0 6.7 6.4 5.8 6.1 6.5 6.1 5.8 5.4 5.5 5.9 5.7 5.4 5.0 5.0 5.4 5.3 5.0 4.7 4.6 5.1 5.1 4.8 4.5 4.5 5.0 5.0 4.7 4.4 4.7 5.2 5.1 4.8 4.5 5.1 5.6 5.4 5.1 4.8 5.7 6.0 5.8 5.5 5.1 6.2 6.6 6.3 5.9 5.5 6.7 7.2 6.9 6.6 6.0 7.6 8.5 8.0 7.2 6.4 9.0 9.4 9.0 7.8 6.7 9.2 9.7 9.7 8.4 6.9 9.1 9.8 9.8 8.5 7.0 9.3 9.6 9.4 8.1 6.9 8.2 9.0 8.5 7.5 6.6 7.1 7.7 7.4 7.1 6.4 6.7 7.2 6.9 6.5 6.0 6.4 6.8 6.6 6.2 5.7 6.1 6.6 6.3 5.9 5.5 5.9 6.4 6.2 5.8 5.4 5.9 6.4 6.2 5.8 5.4 6.1 6.6 6.3 5.9 5.5 6.4 6.9 6.6 6.2 5.7 6.7 7.2 6.9 6.6 6.1 7.1 7.8 7.5 7.1 6.4 8.2 9.0 8.5 7.6 6.7 9.3 9.7 9.4 8.2 7.0 9.2 9.9 9.9 8.6 7.1 9.3 9.9 9.9 8.6 7.1 9.2 9.6 9.3 8.1 6.9 7.9 8.8 8.3 7.5 6.7 7.0 7.6 7.4 7.0 6.4 6.7 7.2 6.9 6.5 6.0 6.5 6.9 6.6 6.3 5.8 6.2 6.7 6.4 6.0 5.6 6.1 6.6 6.4 5.9 5.5 6.2 6.6 6.4 6.0 5.5 6.4 6.8 6.6 6.2 5.7 6.7 7.1 6.8 6.4 5.9 6.9 7.5 7.2 6.9 6.3 7.5 8.4 8.0 7.4 6.6 8.9 9.5 9.0 7.9 6.8 9.3 9.8 9.7 8.4 7.0 9.2 9.9 9.9 8.6 7.0 9.3 9.7 9.5 8.3 7.0 8.5 9.2 8.7 7.6 6.6 7.1 7.9 7.6 7.1 6.4 6.6 7.1 6.8 6.5 6.0 6.2 6.6 6.4 6.0 5.5 5.8 6.2 6.0 5.7 5.3 5.4 5.9 5.8 5.4 5.0 5.2 5.8 5.7 5.3 4.9 5.3 5.9 5.7 5.4 5.0 5.7 6.1 5.9 5.6 5.2 6.1 6.5 6.3 5.9 5.5 6.5 7.0 6.7 6.3 5.9 7.0 7.6 7.3 7.0 6.3 8.1 8.9 8.4 7.5 6.6 9.3 9.6 9.4 8.1 6.9 9.2 9.8 9.9 8.6 7.0 9.2 9.8 9.8 8.5 7.0 9.2 9.6 9.2 8.0 6.9 7.9 8.8 8.3 7.5 6.6 7.0 7.6 7.4 7.0 6.4 6.7 7.2 6.9 6.5 6.0 6.5 6.9 6.7 6.3 5.8 6.2 6.7 6.4 6.0 5.6 6.1 6.6 6.4 5.9 5.5 6.2 6.7 6.4 6.0 5.6 6.4 6.9 6.6 6.2 5.8 6.7 7.2 6.9 6.5 6.0 7.0 7.5 7.3 7.0 6.4 7.6 8.5 8.1 7.5 6.7 9.0 9.6 9.2 8.1 7.0 9.4 10.0 9.9 8.7 7.3 9.4 10.1 10.2 8.9 7.3 9.6 10.1 9.9 8.7 7.3 8.9 9.7 9.2 8.2 7.1 7.8 8.6 8.3 7.8 7.0 7.5 8.1 7.8 7.4 6.8 7.5 8.0 7.6 7.1 6.5 7.5 7.9 7.5 7.0 6.4 7.5 7.9 7.5 6.9 6.4 7.4 7.9 7.5 7.0 6.4 7.4 8.0 7.6 7.1 6.5 7.5 8.1 7.8 7.4 6.7 7.9 8.8 8.4 7.7 6.9 9.1 9.8 9.2 8.1 7.0 9.4 9.9 9.8 8.5 7.1 9.1 9.8 9.9 8.5 6.9 9.2 9.6 9.3 8.1 6.7 8.3 8.9 8.3 7.3 6.2 6.8 7.4 7.0 6.5 5.8 R
S

S E T I R E G
E R NNo. 69467
I L Exp. 6/30/24
T A
C I V
N
A I
E

O F E S S
P R
DE
I O N
L A
E
I N
S
J
G
A MOHT
WHEAT
OS
EPH
F

F C A L I O
T E
R
O
N
A I
NOT FOR CONSTRUCTION EXTERIOR GROUND LEVEL: PARKING/ALLEY ACCESS/COURTYARDTJW ENGINEERING, INC.

Traffic Engineering & Transportation Planning Consultants 9841 Irvine Center Drive, Suite 200, Irvine, CA 92618
t: (949) 878-3509 f: (949) 878-3593
www.tjwengineering.com

Page 1055 of 1981 ends

COURTYARD ACCESSIBLE PATH OF TRAVEL 0.6 0.6 0.5 0.5 0.7 0.8 0.9 1.0 0.9 0.9 0.8 0.7 0.7 0.7 0.7 0.7 0.6 0.6 0.7 0.7 0.8 0.9 1.1 1.2 1.1 1.0 0.9 0.9 0.9 0.9 0.8 0.8 0.6 0.6 0.8 0.8 0.8 1.0 1.2 1.3 1.2 1.1 1.0 1.1 1.1 1.0 0.9 0.9 0.5 0.6 0.7 0.8 0.8 0.9 1.0 1.1 1.1 1.0 1.0 1.1 1.1 1.1 1.0 0.9 0.4 0.5 0.6 0.6 0.6 0.7 0.8 0.8 0.8 0.8 0.9 1.0 1.1 1.1 1.0 0.9 0.3 0.4 0.4 0.5 0.5 0.5 0.5 0.6 0.6 0.6 0.7 0.8 0.9 1.0 0.9 0.8 0.3 0.3 0.3 0.3 0.4 0.4 0.4 0.4 0.5 0.5 0.6 0.7 0.8 0.8 0.8 0.7 0.2 0.2 0.2 0.3 0.3 0.3 0.3 0.3 0.4 0.4 0.5 0.6 0.7 0.7 0.7 0.6 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.4 0.5 0.6 0.7 0.8 0.7 0.5 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.4 0.5 0.7 0.7 0.6 0.5 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.3 0.4 0.5 0.6 0.6 0.6 0.6 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.3 0.3 0.4 0.6 0.6 0.6 0.6 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.3 0.3 0.5 0.6 0.7 0.7 0.6 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.3 0.3 0.5 0.6 0.7 0.7 0.5 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.3 0.4 0.5 0.6 0.6 0.6 0.5 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.4 0.5 0.5 0.5 0.5 0.4 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.4 0.4 0.5 0.5 0.4 0.4 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.4 0.4 0.5 0.5 0.5 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.5 0.5 0.5 0.5 0.5 0.5 0.6 0.6 0.6 0.6 0.6 0.5 0.5 0.5 0.5 0.5 0.6 0.6 0.7 0.7 0.7 0.6 0.9 1.0 1.1 1.0 0.8 0.7 0.6 0.6 0.6 0.6 0.8 0.9 1.0 1.1 1.1 1.0 1.5 1.8 1.8 1.6 1.3 1.0 0.8 0.7 0.7 0.8 1.0 1.4 1.6 1.8 1.8 1.6 2.2 2.4 2.4 2.3 1.9 1.4 1.0 0.9 0.9 1.1 1.5 1.9 2.3 2.4 2.4 2.2 2.6 2.7 2.7 2.7 2.4 1.9 1.4 1.1 1.1 1.4 1.9 2.4 2.7 2.7 2.7 2.6 2.7 2.4 2.4 2.7 2.7 2.2 1.6 1.2 1.2 1.6 2.2 2.7 2.8 2.4 2.4 2.7 2.8 1.2 1.3 2.9 2.8 2.3 1.7 1.2 1.3 1.7 2.3 2.8 2.9 1.3 1.3 2.9 2.7 2.4 2.4 2.7 2.7 2.2 1.6 1.2 1.2 1.6 2.2 2.7 2.8 2.5 2.4 2.7 2.6 2.7 2.7 2.7 2.4 1.9 1.4 1.1 1.1 1.4 1.9 2.5 2.7 2.7 2.7 2.6 2.2 2.4 2.4 2.3 1.9 1.4 1.0 0.9 0.9 1.1 1.5 2.0 2.3 2.5 2.4 2.2 1.5 1.8 1.8 1.6 1.3 1.0 0.8 0.7 0.7 0.9 1.1 1.4 1.7 1.9 1.9 1.6 0.9 1.0 1.1 1.0 0.8 0.7 0.6 0.6 0.6 0.7 0.8 1.0 1.1 1.2 1.1 1.0 0.6 0.6 0.6 0.6 0.6 0.5 0.5 0.5 0.5 0.6 0.6 0.7 0.8 0.8 0.8 0.7 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.5 0.5 0.6 0.7 0.7 0.6 0.6 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.4 0.4 0.5 0.6 0.7 0.7 0.6 0.5 0.2 0.2 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.4 0.5 0.6 0.7 0.7 0.7 0.6 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.4 0.6 0.7 0.8 0.8 0.6 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.4 0.5 0.7 0.8 0.8 0.6 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.4 0.5 0.6 0.7 0.7 0.7 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.4 0.5 0.6 0.7 0.7 0.7 0.6 0.2 0.2 0.3 0.3 0.3 0.3 0.3 0.4 0.4 0.5 0.6 0.7 0.8 0.8 0.7 0.6 0.3 0.3 0.4 0.4 0.4 0.4 0.4 0.4 0.5 0.6 0.6 0.8 0.9 0.9 0.8 0.6 0.4 0.4 0.5 0.5 0.5 0.5 0.6 0.6 0.6 0.7 0.8 0.8 0.9 0.9 0.9 0.8 0.5 0.5 0.6 0.7 0.7 0.7 0.8 0.8 0.8 0.8 0.9 1.0 1.0 1.0 1.0 0.9 0.6 0.6 0.7 0.8 0.8 0.9 1.1 1.1 1.1 1.0 1.0 1.1 1.2 1.2 1.2 1.1 0.6 0.7 0.8 0.9 0.9 1.0 1.3 1.4 1.2 1.1 1.1 1.2 1.2 1.3 1.2 1.2 0.6 0.6 0.7 0.7 0.8 1.0 1.2 1.3 1.1 1.0 1.0 1.0 1.1 1.1 1.1 1.0 0.6 0.6 0.5 0.6 0.7 0.9 1.0 1.0 1.0 0.9 0.8 0.8 0.9 0.9 0.9 0.8 R S S E T I R E G E R NNo. 69467 I L Exp. 6/30/24 T A C I V N A I E O F E S S P R DE I O N L A E I N S J G A MOHT WHEAT OSEPH F F C A L I O T E R O N A I NOT FOR CONSTRUCTION GROUND LEVEL: COURTYARD
ZONE #1 ZONE #1 TJW ENGINEERING, INC.

Traffic Engineering & Transportation Planning Consultants 9841 Irvine Center Drive, Suite 200, Irvine, CA 92618
t: (949) 878-3509 f: (949) 878-3593
www.tjwengineering.com

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COURTYARD
P.

COAT
P.

COAT
P. COAT P. COAT P. COATP. COAT P. COAT P. COAT P.

L. P. L. P. L. P. L. P. L. COAT P. COAT P. COAT P.

COAT
P.

COAT
P. COAT P.

COAT
P.

L. club golf
dining kitchen
m off
w pool terrace P. L.

L. off gym/yoga
COAT
P. DN 18R P. L. P. L.

COAT
P.

L. fireman's tunnel DN 18R
R
S

S E T I R E G
E R NNo. 69467
I L Exp. 6/30/24
T A
C I V
N
A I
E

O F E S S
P R
DE
I O N
L A
E
I N
S
J
G
A MOHT
WHEAT
OS
EPH
F

F C A L I O
T E
R
O
N
A I
NOT FOR CONSTRUCTION EXTERIOR LEVEL 2: COURTYARD/POOL TJW ENGINEERING, INC.

Traffic Engineering & Transportation Planning Consultants 9841 Irvine Center Drive, Suite 200, Irvine, CA 92618
t: (949) 878-3509 f: (949) 878-3593
www.tjwengineering.com

Page 1057 of 1981 ends

COURTYARD
P.

COAT
P.

COAT
P. COAT P. COAT P. COATP. COAT P. COAT P. COAT P.

L. P. L. P. L. P. L. P. L. COAT P. COAT P. COAT P.

COAT
P.

COAT
P. COAT P.

COAT
P.

L. club golf
dining kitchen
m off
w pool terrace P. L.

L. off gym/yoga
COAT
P. DN 18R P. L. P. L.

COAT
P.

L. fireman's tunnel DN 18R 0.6 0.6 0.6 0.6 0.5 0.4 0.6 0.6 0.6 0.6 0.6 0.5 0.5 0.5 0.6 0.7 0.7 0.5 0.6 0.5 0.7 0.8 0.7 0.6 0.7 0.7 0.7 0.7 0.7 0.6 0.8 0.8 0.8 0.8 0.8 0.6 0.8 0.9 1.0 1.1 0.9 0.7 0.8 0.9 1.1 1.2 1.0 0.8 0.9 1.0 1.2 1.3 1.1 0.9 0.9 1.1 1.3 1.3 1.1 0.9 1.0 1.1 1.2 1.3 1.1 0.9 1.0 1.1 1.2 1.3 1.1 0.9 0.4 0.5 0.6 0.6 0.7 0.7 0.7 0.7 0.7 0.7 0.6 0.6 0.5 0.4 0.7 0.7 0.7 0.4 0.4 0.5 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.5 0.4 0.9 1.0 1.2 1.4 1.2 1.0 0.4 0.5 0.6 0.7 0.8 0.6 0.6 0.6 0.7 0.8 0.7 0.6 0.5 0.5 0.6 0.7 0.8 0.4 0.5 0.6 0.7 0.7 0.6 0.6 0.5 0.5 0.7 0.7 0.6 0.5 0.5 0.8 0.9 1.2 1.3 1.2 1.0 2.4 1.7 1.1 1.0 1.0 0.8 0.7 0.5 0.5 0.7 0.8 0.8 0.7 0.7 0.7 0.8 0.9 0.8 0.7 0.6 0.5 0.7 0.8 1.0 0.4 0.5 0.6 0.7 0.8 0.7 0.7 0.5 0.5 0.7 0.7 0.6 0.5 0.5 0.9 0.9 1.1 1.2 1.1 1.0 0.5 1.0 2.5 6.7 0.2 6.8 2.8 1.5 1.1 1.0 0.9 0.8 0.9 1.1 1.1 1.0 0.8 0.6 0.6 0.7 0.6 0.6 0.5 0.5 0.5 0.6 0.6 0.7 0.8 0.8 0.8 1.0 1.1 1.0 0.9 0.8 0.7 0.7 0.9 1.0 1.1 1.2 1.0 0.8 0.8 0.8 0.7 0.7 0.6 0.5 0.6 0.6 0.7 0.8 0.9 0.9 1.0 1.1 1.1 0.9 0.7 0.5 0.4 0.4 0.4 0.5 0.6 0.7 0.8 0.8 1.0 1.6 1.7 0.5 1.5 1.3 0.8 0.6 0.5 0.5 0.6 0.7 0.7 0.6 0.6 0.6 0.6 0.6 0.5 0.5 0.5 0.5 0.7 0.8 1.0 1.0 1.1 1.1 1.2 1.0 0.9 0.7 1.3 3.0 5.0 0.2 5.1 3.3 1.8 1.2 1.0 1.0 1.0 1.1 1.2 1.1 1.0 0.8 0.7 0.7 0.7 0.7 0.7 0.6 0.6 0.5 0.6 0.6 0.7 0.8 0.8 0.9 1.1 1.2 1.1 0.9 0.8 0.9 0.9 0.9 1.0 1.2 1.2 1.1 0.9 0.9 0.9 0.8 0.7 0.6 0.6 0.6 0.6 0.7 0.9 1.0 1.1 1.3 1.5 1.4 1.1 0.8 0.6 0.5 0.4 0.4 0.5 0.6 0.7 0.9 1.0 1.3 2.4 4.6 0.5 4.4 2.1 1.0 0.7 0.5 0.5 0.6 0.7 0.7 0.6 0.6 0.7 0.6 0.6 0.5 0.4 0.5 0.5 0.6 0.8 1.0 1.1 1.2 1.2 1.3 1.0 0.9 0.7 1.1 1.6 1.0 0.2 1.1 1.9 1.5 1.3 1.2 1.1 1.1 1.2 1.3 1.1 1.0 0.9 0.8 0.7 0.7 0.7 0.8 0.7 0.6 0.6 0.6 0.7 0.8 0.9 0.9 0.9 1.0 1.1 1.0 0.8 0.8 0.8 0.8 0.8 0.9 1.0 1.1 1.0 0.9 1.0 1.0 0.9 0.8 0.7 0.7 0.7 0.7 0.8 0.9 1.1 1.4 1.9 2.1 2.0 1.6 1.1 0.7 0.5 0.5 0.4 0.5 0.7 0.9 1.0 1.1 1.7 3.5 7.9 0.4 7.8 3.3 1.4 0.8 0.6 0.5 0.5 0.6 0.6 0.6 0.7 0.8 0.7 0.6 0.5 0.4 0.4 0.5 0.6 0.8 1.0 1.2 1.3 1.3 1.3 1.1 1.2 0.5 0.7 0.7 0.3 0.2 0.4 0.9 1.2 1.3 1.3 1.1 1.0 1.2 1.2 1.1 0.9 0.8 0.8 0.7 0.7 0.7 0.7 0.7 0.6 0.6 0.6 0.7 0.9 0.9 0.8 0.8 0.8 0.8 0.7 0.7 0.6 0.7 0.7 0.7 0.7 0.8 0.8 0.8 0.8 0.9 1.0 0.9 0.9 0.9 1.0 0.9 0.8 0.9 1.1 1.5 2.2 2.9 2.9 2.9 2.6 1.6 1.0 0.7 0.5 0.5 0.5 0.7 0.9 1.0 1.2 1.6 2.7 2.5 0.3 2.4 2.6 1.4 0.9 0.6 0.5 0.5 0.5 0.5 0.6 0.6 0.8 0.7 0.6 0.5 0.4 0.4 0.5 0.6 0.8 1.1 1.5 1.8 1.4 1.2 1.4 1.8 0.4 0.4 0.3 0.2 0.2 0.3 0.6 1.0 1.2 1.3 1.0 0.9 1.1 1.1 0.9 0.8 0.7 0.7 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.7 0.8 0.8 0.7 0.6 0.6 0.6 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.6 0.6 0.7 0.7 0.8 0.8 0.9 1.2 1.5 1.4 1.1 1.0 1.3 2.4 4.7 5.1 2.8 3.7 5.7 3.3 1.5 0.7 0.4 0.4 0.5 0.6 0.8 0.9 1.0 1.1 1.2 0.6 0.3 0.6 1.2 1.0 0.7 0.6 0.5 0.4 0.4 0.5 0.5 0.6 0.6 0.6 0.6 0.5 0.4 0.4 0.5 0.6 0.8 1.1 1.8 3.1 3.1 1.1 3.1 3.2 0.3 0.3 0.3 0.2 0.2 0.3 0.6 0.9 1.3 1.5 0.9 0.8 1.3 1.1 0.8 0.7 0.6 0.6 0.5 0.5 0.4 0.4 0.5 0.5 0.5 0.6 0.6 0.6 0.6 0.5 0.5 0.5 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.5 0.5 0.5 0.6 0.6 0.8 1.3 2.6 3.2 2.0 1.2 0.8 1.5 7.2 2.2 0.6 0.9 6.3 3.5 0.6 0.3 0.3 0.4 0.4 0.6 0.7 0.7 0.8 0.7 0.6 0.3 0.3 0.4 0.6 0.6 0.6 0.5 0.4 0.4 0.4 0.4 0.4 0.5 0.5 0.5 0.5 0.5 0.4 0.4 0.4 0.5 0.7 1.0 1.7 3.7 8.4 1.0 8.4 3.8 0.3 0.3 0.3 0.2 0.3 0.4 0.7 1.0 1.5 2.5 1.7 1.6 2.4 1.3 0.8 0.6 0.5 0.5 0.4 0.4 0.3 0.3 0.4 0.4 0.4 0.5 0.5 0.5 0.5 0.4 0.4 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.4 0.4 0.4 0.4 0.4 0.6 2.4 7.7 4.3 1.3 0.5 1.3 7.1 2.1 0.5 0.8 6.2 3.5 0.6 0.3 0.3 0.3 0.4 0.5 0.5 0.6 0.7 0.6 0.3 0.2 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.5 0.5 0.5 0.5 0.4 0.4 0.4 0.5 0.6 0.9 1.3 2.5 4.9 0.9 4.8 2.5 0.3 0.4 0.6 0.4 0.3 0.6 1.0 1.3 2.0 4.7 7.2 7.2 4.5 1.8 0.9 0.6 0.5 0.4 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.4 0.4 0.4 0.3 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.3 0.3 0.3 0.2 0.2 0.3 0.4 0.9 2.1 4.4 4.8 2.4 3.4 5.5 3.2 1.4 0.7 0.4 0.4 0.4 0.4 0.5 0.6 0.8 1.0 0.3 0.2 0.8 0.6 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.5 0.4 0.4 0.4 0.4 0.5 0.6 0.7 1.0 1.6 1.8 0.7 1.7 1.5 0.9 0.7 0.4 0.6 1.1 1.3 0.3 1.5 1.6 1.6 2.4 4.8 2.2 2.2 4.7 2.1 1.1 0.6 0.5 0.3 0.3 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.5 2.4 7.7 4.3 1.5 0.9 1.1 1.8 2.4 2.4 2.5 2.3 1.5 0.9 0.6 0.5 0.4 0.4 0.4 0.5 0.7 1.1 2.1 1.2 1.2 2.0 1.0 0.6 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.5 0.5 0.5 0.5 0.4 0.5 0.5 0.5 0.6 0.8 1.0 0.8 0.6 0.8 0.9 0.7 0.5 0.5 0.9 1.9 4.2 0.3 4.4 2.4 1.7 1.9 1.9 0.4 0.4 1.7 1.5 1.0 0.6 0.4 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.3 0.5 1.1 2.5 3.2 2.1 1.3 0.9 0.8 1.1 1.4 1.6 1.5 1.2 0.9 0.6 0.5 0.4 0.4 0.4 0.4 0.6 0.8 1.6 4.3 6.9 6.9 4.3 1.6 0.8 0.5 0.4 0.4 0.4 0.4 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.6 0.6 0.7 0.7 0.6 0.6 0.5 0.6 0.6 0.5 0.6 1.3 3.1 7.6 0.2 7.8 3.4 1.8 1.3 0.8 0.3 0.3 0.6 0.8 0.6 0.5 0.4 0.3 0.6 1.0 1.4 1.4 1.0 0.7 0.6 0.6 0.7 0.9 1.0 1.0 0.8 0.6 0.5 0.4 0.3 0.3 0.4 0.4 0.6 1.0 2.0 4.5 1.9 1.9 4.5 2.0 1.0 0.6 0.5 0.4 0.4 0.5 0.5 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.7 0.7 0.7 0.7 0.6 0.6 0.5 0.5 0.5 0.5 0.7 1.3 2.4 2.3 0.2 2.4 2.6 1.6 1.0 0.5 0.3 0.2 0.3 0.4 0.4 0.3 0.3 0.2 0.5 0.7 0.8 0.7 0.6 0.5 0.5 0.5 0.5 0.6 0.7 0.6 0.6 0.5 0.4 0.3 0.3 0.3 0.3 0.4 0.6 0.9 1.4 1.6 0.2 0.2 1.6 1.4 0.9 0.6 0.5 0.4 0.4 0.5 0.6 0.7 0.8 0.8 0.8 0.7 0.7 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.7 0.7 0.6 0.6 0.5 0.5 0.5 0.6 0.9 1.0 0.5 0.2 0.5 1.1 1.0 0.7 0.4 0.3 0.2 0.2 0.2 0.3 0.2 0.2 0.2 0.4 0.5 0.5 0.5 0.4 0.4 0.4 0.4 0.4 0.4 0.5 0.5 0.4 0.4 0.3 0.3 0.3 0.3 0.3 0.4 0.5 0.6 0.7 0.5 0.1 0.1 0.5 0.7 0.6 0.5 0.4 0.4 0.5 0.5 0.7 0.9 1.0 1.1 1.0 0.9 0.9 1.0 1.0 1.0 1.0 1.1 1.1 1.0 0.9 0.9 0.8 0.7 0.6 0.6 0.4 0.5 0.4 0.1 0.1 0.2 0.5 0.5 0.5 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.4 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.4 0.4 0.3 0.2 0.1 0.1 0.2 0.3 0.4 0.4 0.4 0.4 0.4 0.5 0.7 0.9 1.2 1.4 1.3 1.1 1.1 1.2 1.2 1.1 1.1 1.3 1.4 1.3 1.0 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0.3 0.3 0.3 0.3 0.3 0.2 0.2 0.3 0.3 0.3 0.4 0.3 0.2 0.1 0.1 0.2 0.3 0.4 0.4 0.4 0.4 0.4 0.5 0.7 0.9 1.1 1.2 1.2 1.2 0.5 0.6 0.6 0.2 0.1 0.2 0.7 0.7 0.5 0.4 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.4 0.4 0.5 0.5 0.4 0.4 0.3 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.3 0.3 0.2 0.3 0.3 0.4 0.5 0.6 0.7 0.5 0.1 0.1 0.5 0.7 0.6 0.5 0.4 0.4 0.5 0.5 0.7 0.9 1.1 1.2 1.2 1.3 0.7 1.1 1.6 1.0 0.2 1.0 1.7 1.2 0.8 0.4 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.4 0.6 0.8 0.7 0.6 0.5 0.4 0.5 0.5 0.6 0.6 0.6 0.5 0.4 0.3 0.3 0.3 0.3 0.3 0.4 0.6 0.9 1.4 1.5 0.2 0.2 1.5 1.4 0.9 0.6 0.5 0.4 0.5 0.5 0.7 0.9 1.1 1.2 1.3 1.4 0.7 1.4 3.1 5.0 0.2 5.1 3.3 1.6 0.9 0.5 0.3 0.2 0.3 0.4 0.4 0.3 0.3 0.2 0.5 0.9 1.4 1.3 1.0 0.7 0.6 0.6 0.7 0.9 1.0 0.9 0.8 0.6 0.4 0.3 0.3 0.3 0.3 0.4 0.6 1.0 2.0 4.5 1.9 1.9 4.5 2.0 1.0 0.6 0.5 0.4 0.5 0.6 0.7 0.9 1.1 1.3 1.3 1.4 0.6 1.1 2.6 6.7 0.2 6.8 2.9 1.6 1.2 0.7 0.3 0.2 0.6 0.7 0.6 0.5 0.3 0.3 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.4 1.1 2.5 3.2 2.1 1.3 0.9 0.8 1.1 1.4 1.6 1.5 1.2 0.8 0.6 0.4 0.3 0.3 0.3 0.4 0.5 0.8 1.6 4.3 6.9 6.9 4.3 1.6 0.8 0.5 0.5 0.4 0.5 0.6 0.7 1.0 1.2 1.4 1.4 1.3 0.4 0.7 1.5 2.4 0.3 2.5 1.9 1.5 1.7 1.8 0.4 0.3 1.6 1.4 0.9 0.6 0.4 0.3 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.5 2.3 7.7 4.3 1.5 0.9 1.1 1.8 2.4 2.3 2.4 2.2 1.4 0.9 0.6 0.4 0.3 0.3 0.3 0.4 0.6 1.0 2.1 1.2 1.2 2.0 1.0 0.6 0.5 0.4 0.5 0.5 0.6 0.8 1.0 1.2 1.3 1.2 1.0 0.3 0.5 0.8 0.8 0.3 0.9 1.2 1.4 2.3 4.7 2.1 2.1 4.6 2.1 1.0 0.6 0.4 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.5 0.9 2.2 4.4 4.8 2.4 3.3 5.4 3.1 1.4 0.6 0.3 0.3 0.3 0.3 0.3 0.5 0.7 0.9 0.2 0.2 0.8 0.6 0.5 0.4 0.5 0.5 0.6 0.7 0.8 1.0 1.2 1.2 1.1 0.9 0.8 0.3 0.4 0.5 0.4 0.4 0.5 0.9 1.1 1.8 4.5 7.1 7.1 4.4 1.7 0.9 0.6 0.4 0.4 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.6 2.4 7.7 4.3 1.4 0.6 1.4 7.1 2.1 0.4 0.7 6.1 3.4 0.6 0.3 0.2 0.2 0.3 0.3 0.3 0.4 0.5 0.5 0.2 0.1 0.4 0.4 0.4 0.5 0.5 0.6 0.6 0.7 0.9 1.1 1.1 1.1 1.0 0.9 0.9 0.3 0.4 0.4 0.4 0.4 0.5 0.7 0.9 1.3 2.3 1.4 1.4 2.2 1.2 0.7 0.5 0.5 0.4 0.4 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.4 0.6 1.2 2.7 3.3 2.1 1.3 0.9 1.7 7.2 2.2 0.5 0.8 6.2 3.5 0.6 0.3 0.3 0.3 0.3 0.3 0.4 0.5 0.6 0.6 0.4 0.2 0.2 0.3 0.6 0.7 0.7 0.7 0.7 0.8 1.0 1.1 1.1 1.0 0.9 1.0 0.9 0.3 0.4 0.4 0.4 0.5 0.6 0.7 0.8 1.0 1.1 0.5 0.5 1.1 0.9 0.6 0.6 0.5 0.5 0.5 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.4 0.5 0.8 1.2 1.7 1.6 1.3 1.2 1.5 2.6 4.8 5.1 2.7 3.6 5.7 3.4 1.5 0.7 0.4 0.3 0.3 0.3 0.4 0.5 0.7 0.9 1.0 0.4 0.2 0.6 1.2 1.1 0.9 0.8 0.7 0.8 0.9 1.0 0.9 0.8 0.8 0.9 0.8 0.3 0.4 0.5 0.5 0.6 0.7 0.8 0.8 0.9 0.8 0.6 0.5 0.8 0.8 0.7 0.6 0.6 0.6 0.6 0.6 0.6 0.5 0.5 0.5 0.5 0.5 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.3 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.4 0.6 0.8 1.1 1.3 1.3 1.1 1.1 1.3 1.7 2.3 2.9 2.8 2.9 2.6 1.7 1.1 0.7 0.5 0.4 0.3 0.3 0.4 0.5 0.8 1.3 2.4 2.3 0.2 2.4 2.6 1.5 1.0 0.8 0.7 0.8 0.8 0.8 0.8 0.7 0.7 0.8 0.7 0.4 0.5 0.6 0.7 0.9 1.0 1.1 1.1 1.0 0.9 0.7 0.7 0.8 0.8 0.8 0.7 0.8 0.8 0.8 0.8 0.7 0.7 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.5 0.5 0.4 0.4 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.4 0.4 0.5 0.6 0.8 1.0 1.1 1.2 1.1 1.1 1.2 1.4 1.6 1.9 2.2 2.1 1.7 1.2 0.8 0.6 0.5 0.4 0.3 0.3 0.4 0.5 0.7 1.3 3.1 7.6 0.2 7.7 3.3 1.5 0.9 0.8 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.6 0.5 0.6 0.8 1.0 1.2 1.3 1.4 1.5 1.4 1.2 1.0 0.9 0.9 0.9 0.9 0.9 0.9 1.0 1.0 1.0 0.9 0.9 0.8 0.8 0.8 0.8 0.7 0.7 0.8 0.8 0.7 0.6 0.6 0.5 0.5 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.5 0.5 0.6 0.7 0.9 1.0 1.1 1.0 1.0 1.0 1.1 1.3 1.4 1.6 1.6 1.3 1.0 0.7 0.5 0.4 0.3 0.3 0.3 0.3 0.4 0.6 0.9 2.0 4.2 0.2 4.3 2.1 1.1 0.8 0.7 0.7 0.8 0.8 0.7 0.7 0.7 0.7 0.7 0.6 0.7 1.0 1.4 1.8 1.7 1.5 1.8 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0.8 1.0 1.1 1.1 1.1 1.1 1.2 1.2 1.0 1.1 1.1 1.0 0.9 0.8 0.8 0.8 0.9 1.0 1.1 1.2 1.3 1.3 1.3 1.3 1.2 1.1 1.2 1.3 1.3 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.1 1.1 1.1 1.2 1.2 1.1 1.1 1.2 0.9 0.8 0.7 0.6 0.5 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.3 0.3 0.3 0.4 0.5 0.5 0.6 0.7 1.0 1.5 2.3 2.9 2.4 1.7 1.4 1.1 1.3 3.0 7.4 5.8 2.0 1.5 1.6 3.3 8.7 5.4 2.4 1.4 1.4 1.4 1.5 1.5 1.4 1.3 1.4 1.5 1.4 1.4 1.4 1.5 1.4 1.3 1.3 1.4 1.4 1.3 1.3 1.3 1.3 1.3 1.2 1.1 1.2 0.8 0.7 0.6 0.5 0.5 0.5 0.5 0.4 0.4 0.4 0.5 0.5 0.5 0.5 0.4 0.4 0.4 0.4 0.5 0.5 0.5 0.6 0.7 0.9 1.3 2.5 5.5 5.2 2.8 1.5 1.0 1.4 2.1 3.3 4.0 2.8 2.2 2.4 3.5 4.1 3.0 2.2 1.3 1.3 1.3 1.4 1.5 1.4 1.4 1.4 1.4 1.4 1.3 1.4 1.6 1.5 1.3 1.3 1.3 1.4 1.4 1.4 1.4 1.3 1.2 1.1 1.0 1.1 0.8 0.7 0.6 0.6 0.6 0.6 0.5 0.5 0.5 0.5 0.6 0.6 0.6 0.6 0.5 0.5 0.5 0.5 0.5 0.6 0.6 0.6 0.7 0.8 1.0 1.2 3.0 7.9 2.1 0.9 0.7 0.9 1.2 1.7 2.2 2.2 2.1 2.1 2.3 2.2 1.7 1.4 1.1 1.1 1.1 1.1 1.2 1.3 1.2 1.2 1.2 1.1 1.2 1.2 1.3 1.3 1.2 1.1 1.1 1.2 1.2 1.2 1.2 1.1 0.9 0.9 0.9 0.9 0.8 0.7 0.7 0.6 0.6 0.7 0.6 0.6 0.6 0.7 0.7 0.8 0.8 0.8 0.7 0.6 0.6 0.6 0.7 0.7 0.7 0.7 0.8 0.9 1.0 1.2 3.1 8.1 2.3 1.1 0.7 0.9 1.2 1.5 1.6 1.6 1.7 1.6 1.5 1.2 1.0 0.9 1.0 0.9 0.9 1.0 1.2 1.2 1.1 1.0 0.9 1.0 1.1 1.1 1.1 1.1 0.9 0.9 1.0 1.1 1.1 1.1 0.9 0.8 0.8 0.9 0.8 0.8 0.8 0.8 0.7 0.7 0.7 0.7 0.7 0.7 0.8 0.9 0.9 0.9 0.9 0.8 0.7 0.7 0.7 0.8 0.7 0.7 0.8 0.9 1.1 1.4 2.6 5.7 5.5 3.2 1.8 1.1 1.1 1.1 1.1 0.7 0.8 0.8 0.7 0.7 0.7 0.7 0.7 0.7 0.8 0.9 0.8 0.8 0.9 0.9 0.8 0.7 0.7 0.7 0.7 0.7 0.9 1.1 1.2 1.5 2.3 3.0 2.7 2.0 1.6 0.6 0.7 0.7 0.6 0.6 0.6 0.6 0.6 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.6 0.6 0.6 0.6 0.7 0.8 1.0 1.1 1.4 1.7 1.8 1.7 1.4 1.2 0.5 0.5 0.6 0.6 0.6 0.5 0.5 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.7 0.7 0.6 0.5 0.6 0.7 0.8 0.9 1.0 1.1 1.3 1.4 1.3 1.1 1.0 0.6 0.5 0.5 0.5 0.5 0.6 0.7 0.8 0.9 1.0 1.1 1.2 1.1 0.9 0.7 0.5 0.5 0.4 0.4 0.4 0.5 0.6 0.8 0.8 0.9 0.9 1.0 1.0 0.8 0.7 0.7 0.7 0.8 0.8 0.9 0.9 0.8 0.8 0.6 0.7 0.7 0.8 0.9 1.0 0.8 0.7 0.6 0.7 0.8 0.9 1.0 1.0 0.8 0.7 0.6 0.7 0.9 1.0 1.0 0.9 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NOT FOR CONSTRUCTION EXTERIOR LEVEL 2: COURTYARD/POOL TJW ENGINEERING, INC.

Traffic Engineering & Transportation Planning Consultants 9841 Irvine Center Drive, Suite 200, Irvine, CA 92618
t: (949) 878-3509 f: (949) 878-3593
www.tjwengineering.com

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S E T I R E G
E R NNo. 69467
I L Exp. 6/30/24
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O F E S S
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NOT FOR CONSTRUCTION
TJW ENGINEERING, INC.

Traffic Engineering & Transportation Planning Consultants 9841 Irvine Center Drive, Suite 200, Irvine, CA 92618
t: (949) 878-3509 f: (949) 878-3593
www.tjwengineering.com

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NOT FOR CONSTRUCTION
TJW ENGINEERING, INC.

Traffic Engineering & Transportation Planning Consultants 9841 Irvine Center Drive, Suite 200, Irvine, CA 92618
t: (949) 878-3509 f: (949) 878-3593
www.tjwengineering.com

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NOT FOR CONSTRUCTION
TJW ENGINEERING, INC.

Traffic Engineering & Transportation Planning Consultants 9841 Irvine Center Drive, Suite 200, Irvine, CA 92618
t: (949) 878-3509 f: (949) 878-3593
www.tjwengineering.com

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Attachment 4
AB 130 Infill Housing Exemption Checklist

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CEQA INFILL HOUSING EXEMPTION CHECKLIST
Project Name: La Paz Village Senior Housing Project
Project Address: 25250 to 25254 La Paz Road, Laguna Hills, California Applicant: La Paz Village Investors, LLC
Date Completed: 9/16/2025
Completed By: Dudek

INSTRUCTIONS
This checklist evaluates whether a housing development project qualifies for the CEQA Infill Housing Exemption. ALL criteria must be satisfied for this exemption to apply. Check each box when the criterion is met and provide supporting documentation or notes in the spaces provided.

CRITERION 1: HOUSING DEVELOPMENT PROJECT DEFINITION
Project qualifies as a "Housing Development Project"
The project must be either:

Residential units only
OR
Mixed Use meeting ONE of the following:

At least 2/3 of the square footage is residential
OR
At least 1/2 of the square footage is residential AND the project includes at least 500 net new residential units
OR
At least 1/2 of the square footage is residential AND the project includes at least 500 net new residential units AND involves demolition or conversion of at least 100,000 square feet of nonresidential use AND demolishes at least 1/2 of existing non-residential uses on the site.

Important Note: Mixed uses cannot include hotels, motels, bed and breakfast inns, or other transient lodging except residential hotels.

Supporting Documentation & Notes:

The project involves construction of a 180-unit senior living development. This is supported by the application submitted by the developer that was deemed complete on March 20, 2024.

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CRITERION 2: SITE SIZE REQUIREMENTS
Project site is 20 acres or less
(If a builder's remedy project, site must be 5 acres or less) Supporting Documentation & Notes:

The project site is 2.44 acres in size. The Applicant contends that the project is a builder’s remedy project. The project meets the requirement of being 5 acres or less for a builder’s remedy project or 20 acres or less for a non-builder’s remedy project. The project site size is supported by the application materials (site plan) submitted by the developer that was deemed complete on March 20, 2024.

CRITERION 3: URBAN AREA LOCATION
Project site meets location requirements
Must meet ONE of the following:

Located within the boundaries of an incorporated municipality OR
Located within an urban area, as defined by the United States Census Bureau Supporting Documentation & Notes:

The project site is within the incorporated City of Laguna Hills.

CRITERION 4: URBAN DEVELOPMENT CONTEXT
Project site meets any of the urban development requirements Must meet ONE of the following:

Previously developed with an urban use
OR
At least 75% of the site perimeter adjoins parcels that are developed with urban uses OR
At least 75% of the area within a 1/4 mile radius of the site is developed with urban uses OR
For four-sided sites: at least 3 out of 4 sides are developed with urban uses AND at least 2/3 of the perimeter of the site adjoins parcels developed with urban uses

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Key Definitions:
• "Adjoins" includes parcels separated only by a street, pedestrian path, or bicycle path. • "Urban use" means current or previous residential/commercial development, public institution, or public park surrounded by other urban uses, parking lot/structure, transit or transportation facility, retail use, or any combination.

Supporting Documentation & Notes:

The project site is currently developed with a retail center (commercial development). This is supported by the applicant’s submittal package which includes existing conditions photographs.

CRITERION 5: COASTAL ZONE RESTRICTION
NOT located on a site in a Coastal Zone
Supporting Documentation & Notes:

The project site is not within the Coastal Zone (CRNA 2025).

CRITERION 6: AGRICULTURAL LAND RESTRICTION
NOT located on protected agricultural land
Must meet ALL of the following:

NOT on prime farmland
NOT on farmland of statewide importance
NOT on land zoned or designated for agricultural protection or preservation by an approved local ballot measure
Supporting Documentation & Notes:

The project site is designated as Urban and Built-Up Land on the Department of Conservation map finder (CDOC 2018). According to the City of Laguna Hills General Plan (City of Laguna Hills 2009), no areas within the City are considered Agricultural land use type.

CRITERION 7: WETLANDS RESTRICTION
NOT located on wetlands as defined by the U.S. Fish and Wildlife Service Manual, Part 660 FW 2 (June 21, 1993)
Supporting Documentation & Notes:

The project site is developed and urbanized. No permanent or ephemeral natural drainages or watercourse, water bodies, or other resources associated with wetland and non-wetland waters are located on the project site. The project site does not contain any federal jurisdictional wetlands or support any aquatic resources regulated by the U.S. Army Corps of Engineers, San Diego RWQCB, or California Department of Fish and Wildlife as jurisdictional waters of the

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United States or waters of the state. In addition, a review of the National Hydrography Dataset and National Wetland Inventory databases revealed no “blue line” mapped aquatic features (USFWS 2024; USGS 2024).

CRITERION 8: FIRE HAZARD RESTRICTION
NOT within a very high fire hazard severity zone or within a state responsibility area Exception: This requirement does not apply to sites that have adopted certain fire hazard mitigation measures.

Supporting Documentation & Notes:

The project site and the areas surrounding the project site are developed and as a whole, the project area lacks any lands considered wildlands or wildland–urban interfaces. According to the California Department of Forestry and Fire Protection (CAL FIRE) Fire Hazard Severity Zones maps, the project site is neither moderately, highly, nor very highly susceptible to wildland fire (CAL FIRE 2022).

CRITERION 9: CORTESE KNOX LIST RESTRICTION
NOT located on a site listed on the Cortese Knox List
Exceptions: Underground storage tank sites that received a uniform closure letter based on State Water Resources Control Board closure criteria for residential or mixed residential use, or sites determined to be suitable for residential or residential mixed use by the State Department of Public Health, State Water Resources Control Board, Department of Toxic Substances Control, or a local agency per specified criteria.

Supporting Documentation & Notes:

The Phase I Environmental Site Assessment (ESA) completed for the project site (attached) identified the project site on multiple environmental databases. However, these databases are not on the Cortese Knox List. A review of Cortese Knox List databases conducted in October 2024 confirmed there are no Cortese Site listings on or adjoining the project site, nor are there any that may impact the environmental condition of the project site.

CRITERION 10: EARTHQUAKE FAULT ZONE RESTRICTION
NOT located within delineated earthquake fault zones as mapped by the State Geologist Exception: The development complies with applicable seismic protection building code standards adopted by the State Building Standards Commission and by any local building department.

Supporting Documentation & Notes:

No active fault lies directly underneath the project site and the project site is not located within an Alquist–Priolo Earthquake Fault Zone. The nearest fault zones include the Newport–

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Inglewood Fault Zone, located more than 10 miles west of the project site, and the Elsinore Fault Zone, located more than 10 miles east of the project site. Farther away are the San Jacinto Fault Zone and the San Andreas Fault Zone, 38 and 47 miles from the project site, respectively (USGS 2023). According to the Geotechnical Evaluation Report completed for the project (attached), a blind thrust fault has been interpolated from limited data to exist at a depth approximately 8 miles below the uplifted local hills; however, the San Joaquin Hills Blind Thrust Fault does not have a known location of surface rupture.

CRITERION 11: FLOOD HAZARD RESTRICTION
NOT located within special flood hazard areas subject to inundation by a 100-year flood (1% annual chance flood) per FEMA maps
Note: Some exceptions are provided.

Supporting Documentation & Notes:

The project site is not located within a 100-year flood hazard area, as mapped by FEMA (FEMA 2024).

CRITERION 12: CONSERVATION PLAN RESTRICTION
NOT on lands identified for conservation in adopted plans Must meet ALL of the following:

NOT on land identified for conservation in an adopted natural community conservation plan NOT on land identified for conservation in a habitat conservation plan NOT on land identified for conservation in any other adopted natural resource protection plan Supporting Documentation & Notes:

The project site occurs within the boundaries of the Orange County Central and Coastal Natural Community Conservation Plan/Habitat Conservation Plan (NCCP/HCP). The NCCP/HCP identifies and protects individual species whose numbers have declined significantly by conserving natural communities at the ecosystem level while accommodating compatible land use. The project site does not support natural communities or covered habitats protected by the NCCP/HCP. No land designated as Habitat Reserve, Non-Reserve Open Space, or Conservation Easement Area occurs within the project site. The closest Habitat Reserve lands occur approximately 3.5 miles west of the project site in an undeveloped part of the unincorporated county, just west of the City of Laguna Woods and near SR-133 (Laguna Canyon Road) (County of Orange 1996).

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CRITERION 13: PROTECTED SPECIES HABITAT RESTRICTION
NOT on habitat for protected species
Supporting Documentation & Notes:

Dudek queried the California Native Plant Society and California Department of Fish and Wildlife databases to compile a list of special-status plants and wildlife species that are known to occur within the San Juan Capistrano U.S. Geological Survey 24k topographic quadrangle in which the project site resides, and the surrounding seven quadrangles, to compile a list of special-status plants and wildlife with a potential to occur on the project site (CDFW 2024a, 2024b; CNPS 2024).

Based on a review of these databases, a total of 80 special-status plants and 63 special-status wildlife species are known to occur in the vicinity of the project site (attached). However, due to the lack of native vegetation, existing urban development, and location within an urban setting, no special-status plants and wildlife are expected to occur on the project site or in its immediate vicinity. A biological reconnaissance of the project site was conducted on June 24, 2024. No special-status plants or wildlife and no nests were observed during the biological reconnaissance.

A total of three common avian species accustomed to urban areas were observed in ornamental vegetation or on buildings on the project site or in the immediate vicinity: house finch (Haemorhous mexicanus), American crow (Corvus brachyrhynchos), and rock pigeon (Columbia livia). Scattered nonnative, ornamental trees including palms (Syagrus romanzoffiana), magnolia (Magnolia grandiflora), and strawberry trees (Arbutus marina) are present in the parking lot of the existing retail center. No native, historic, or heritage trees are present.

CRITERION 14: CONSERVATION EASEMENT RESTRICTION
NOT on lands under conservation easement
Supporting Documentation & Notes:

The project site occurs within the boundaries of the Orange County Central and Coastal NCCP/HCP. No land designated as a Conservation Easement Area under the NCCP/HCP occurs within the project site (County of Orange 1996).

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CRITERION 15: GENERAL PLAN & ZONING CONSISTENCY
Project is consistent with the applicable general plan and zoning ordinance, as well as any applicable local coastal program (This criterion is met if the Project qualifies as a “builder’s remedy” project.)
Key Points:
• A housing development project is deemed consistent with the applicable general plan and zoning ordinance, and any applicable local coastal program, if there is substantial evidence that would allow a reasonable person to conclude that the housing development project is consistent.
• If zoning and general plan are inconsistent with each other, a project shall be deemed consistent with both if the project is consistent with one. • The approval of a density bonus, incentives or concessions, waivers, or reductions of development standards, and reduced parking ratios shall not be grounds for determining that the project is inconsistent with the applicable general plan, zoning ordinance, or local coastal program.
• A “builder’s remedy” project on a site that is not more than five acres may be eligible for the exemption.
• Pursuant to subdivision (f)(6)(D) of Government Code Section 65589.5, a “builder’s remedy” project . . . “shall not be required to apply for, or receive approval of, a general plan amendment, specific plan amendment, rezoning, or other legislative approval” and “shall be deemed consistent, compliant, and in conformity with an applicable plan, program, policy, ordinance, standard, requirement, redevelopment plan and implementing instruments, or other similar provision for all purposes, and shall not be considered or treated as a nonconforming lot, use, or structure for any purpose.” Supporting Documentation & Notes:

The project is not consistent with the General Plan land use designation or zoning for the project site. The General Plan land use designation of the project site is Community Commercial (CC), which allows general shopping and commercial service needs of area residents and a maximum floor area ratio of 0.35. Typical uses include general retail, markets, commercial services, restaurants, automotive repair and service, hardware and home improvement centers, commercial recreation, professional and business offices, financial institutions, and automotive sales. The site zoning is also CC.

In addition to being inconsistent with the land use and zoning designation of the project site, the project is a high-density residential development that is a higher density than allowable in the City. The proposed density is 74 dwelling units per acre and the highest allowed residential density in the city is 50 dwelling units per acre, within the Housing Overlay Zone and Urban Village Specific Plan areas. The applicant contends that the project is a builder’s remedy project, which prevents jurisdictions without a substantially compliant housing element on the date a preliminary application is filed from denying certain housing projects, even if such projects do

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not comply with the jurisdiction's zoning ordinance or general plan. If the project is a builder’s remedy project as contended by the applicant, it is deemed consistent with the City’s General Plan and zoning ordinance for purposes of satisfying this criterion of Public Resources Code Section 21080.66.

CRITERION 16: DENSITY REQUIREMENT
Project achieves at least 15 dwelling units per acre
Calculation:
• Total Site Area: 2.44 acres
• Total Dwelling Units: 180
• Density: 74 units per acre
Supporting Documentation & Notes:

The project’s proposed density is 74 dwelling units per acre, which is greater than 15 dwelling units per acre.

CRITERION 17: HISTORIC STRUCTURE RESTRICTION
Project does NOT require demolition of a historic structure that was placed on a national, state, or local historic register before the date a preliminary application was submitted for the project
Supporting Documentation & Notes:

A review of historical aerial photographs and historic topographic maps of the project site and the general vicinity was conducted to help determine possible development and land use in the past. A total of 30 historic aerial photographs (1938–2020) and 12 historic topographic maps (1949–2022) are available online for the project site (NETR 2024). These photographs were reviewed to evaluate the potential for historic properties and/or previous development on the project site.

Overall, this archival review suggests that development on the project site began around 1972 and that four historic age buildings are located on the project site at 25252, 25250, and 25254 La Paz Road (two separate buildings). These buildings were built in 1974, are more than 45 years old, and are considered built environment resources. A Built Environment Inventory and Evaluation Report (attached) was prepared for the project to address these built environment resources.

The four built environment resources on the project site were evaluated, 25252 La Paz Rd (APN 620-211-15), 25250 La Paz Rd (APN 620-211-18), and 25254 La Paz Rd (two separate buildings on APN 620-211-17). The four built environment resources have been evaluated and are not recommended as eligible for listing in the National Register of Historic Places or CRHR due to the lack of significant associates and architectural merit.

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CRITERION 18: TRANSIENT LODGING RESTRICTION
For projects deemed complete on or after January 1, 2025: No portion of the project is designated for use as a hotel, motel, bed and breakfast inn, or other transient lodging Note: For the purposes of this section, “other transient lodging” does not include either of the following:
• A residential hotel (as defined in Health and Safety Code Section 50519) • After the issuance of a certificate of occupancy, a resident's use of unit as short-term lodging (as defined in Business and Professions Code Section 17568.8), in a manner consistent with local law
Supporting Documentation & Notes:

The proposed project is entirely residential and does not include any type of transient lodging component.

CRITERION 19: FREEWAY PROXIMITY REQUIREMENTS
If housing is located within 500 feet of a freeway, ALL of the following requirements are satisfied:

The building has a centralized heating, ventilation, and air-conditioning system Outdoor air intakes for HVAC system face away from the freeway The building provides air filtration media with minimum efficiency reporting value of 16
The air filtration media is replaced at manufacturer's designated interval The building does not balconies facing the freeway
Supporting Documentation & Notes:

The project site is not within 500 feet of a freeway. The nearest freeway, Interstate 5, is more than 1,000 feet to the west of the project site.

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COMPLIANCE SUMMARY
Exemption Status: QUALIFIED - All 19 criteria satisfied** NOT QUALIFIED - One or more criteria not satisfied
** The project is consistent with Criterion 15: General Plan & Zoning Consistency only if the project is determined to be a “builder’s remedy” project.

Criteria Not Met (if any):

The project would be inconsistent with Criterion 15: General Plan & Zoning Consistency if the project is determined not to be a “builder’s remedy” project.

ATTACHMENT CHECKLIST
Site plan
Other: Phase I Environmental Site Assessment, Geotechnical Evaluation Report, California Native Plant Society Database Search Results, California Department of Fish and Wildlife Database Search Results, Built Environment Inventory and Evaluation Report, Tribal Consultation Summary.

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REFERENCES
CAL FIRE (California Department of Forestry and Fire Protection). 2022. Fire Hazard Severity Zones Viewer. Accessed June 15, 2023. https://egis.fire.ca.gov/FHSZ.

CDFW (California Department of Fish and Wildlife). 2024a. California Natural Diversity Database. Biogeographic Information Observation System, Version 6 (Commercial Viewer). Sacramento: CDFW, Biogeographic Data Branch. Accessed August 2024. https://apps.wildlife.ca.gov/bios6.

CDFW. 2024b. “Location Query.” California Natural Diversity Database. RareFind, Version 5.3 (Commercial Subscription). Sacramento: CDFW, Biogeographic Data Branch. Accessed August 2024. https://apps.wildlife.ca.gov/rarefind/view/RareFind.aspx.

CDOC. 2018. California Important Farmland Finder. Accessed June 8, 2023. https://maps.conservation.ca.gov/DLRP/CIFF/.

City of Laguna Hills. 2009. Laguna Hills General Plan Land Use Element. July 14, 2009.

Accessed September 4, 2025.
https://lagunahillsca.gov/DocumentCenter/View/8443/Land-Use-Element.

CNPS (California Native Plant Society). 2024. “Advanced Search.” Rare Plant Inventory (online ed., v-9.5). Sacramento: CNPS. Accessed August 2024. https://rareplants.cnps.org.

CNRA (California Natural Resources Agency). 2025. Coastal Zone Boundary Offshore Polygon.

Accessed July 30, 2025. https://gis.data.cnra.ca.gov/datasets/coastalcomm::coastal-zoneboundary-offshore-polygon/explore?location=33.557556%2C-117.721147%2C12.58 County of Orange. 1996. Central and Coastal Subregion Natural Community Conservation Plan/Habitat Conservation Plan. Final. Prepared by R.J. Meade Consulting Inc. for County of Orange Environmental Management Agency and U.S. Fish and Wildlife Service/California Department of Fish and Game. Santa Ana, California: County of Orange Environmental Management Agency. July 17, 1996.

FEMA. 2024. FEMA Flood Map Service Center: Search By Address. Accessed July 29, 2025. https://msc.fema.gov/portal/search.

NETR (National Environmental Title Research LLC) 2024. Area search for La Paz Senior Housing Project, Laguna Hills, CA. Accessed August 1, 2024. http://www.historicaerials.com/.

USFWS (U.S. Fish and Wildlife Service). 2024. “Wetlands and Waters of the United States, Wetlands Maper.” National Wetlands Inventory. Accessed August 2024. https://fwsprimary.wim.usgs.gov/wetlands/apps/wetlands-mapper/.

USGS (U.S. Geological Survey). 2023. U.S. Quaternary Faults. Accessed June 14, 2023. https://usgs.maps.arcgis.com/apps/webappviewer/index.html?id= 5a6038b3a1684561a9b0aadf88412fcf.

USGS. 2024. “National Hydrology Dataset.” Accessed August 2024. https://www.usgs.gov/national-hydrography/national-hydrography-dataset.

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SITE PLAN

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SOURCE: C&V Consulting 2024
Site Plan
La Paz Village Senior Housing Project

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PHASE I ENVIRONMENTAL

SITE ASSESSMENT

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Phase I Environmental Site Assessment
La Paz Village
25250 La Paz Road
Laguna Hills, California 92653
BBG Project: 0521012916
Prepared For
Southco Properties c/o Boardwalk Development, Inc.
9810 Scripps Lake Dr, Suite D
San Diego, California 92131
Report Date
December 7, 2021
Prepared By
BBG Assessments, LLC
Locations Nationwide
BBG Main Contact
Richard P. Morgan | [email protected] | 303.420.1052 x3328 Evans Howell | [email protected] |650.303.3856

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Project Summary Table
BBG has prepared this Phase I ESA of the property located at 25250 La Paz Road, Laguna Hills, California (the "Property") at the request of Southco Properties c/o Boardwalk Development, Inc.. The purpose of the ESA is to identify Recognized Environmental Conditions (RECs), Controlled Recognized Environmental Conditions (CRECs) and Historical Recognized Environmental Conditions (HRECs) and de minimis conditions as defined by ASTM E1527-13.

Report Section NFA REC CREC HREC
de
minimis BER Comment

6.2 Environmental
Records Summary
 Former on-site dry cleaners with
known contamination and possible
VIC

7.13 Historical Use
Summary
 See comment above

8.3 Visual
Observations
Summary


9.1 Asbestos
Containing
Materials (ACM)
 Based on date of construction, ACM
may be present

9.2 Radon 

9.3 Lead-Based Paint
(LBP)
 Based on date of construction, LBP
may be present

9.4 Drinking Water 

9.5 Microbial Growth 

9.6 Flood Zone and
Wetlands


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December 7, 2021
Southco Properties c/o Boardwalk Development, Inc.
9810 Scripps Lake Dr, Suite D
San Diego, California 92131
Re: Phase I Environmental Site Assessment of
La Paz Village
25250 La Paz Road
Laguna Hills, California 92653
BBG Project: 0521012916
To Whom It May Concern:

BBG Assessments, LLC (BBG) has completed a Phase I Environmental Site Assessment (ESA) of the above referenced property in accordance with the ASTM International (ASTM) E1527-13 Standard Practice for Environmental Site Assessments: Phase I Environmental Site Assessment Process and generally accepted industry standards.

This report was prepared solely for the use of Southco Properties c/o Boardwalk Development, Inc. (hereinafter referred to as “Client” or “User”) and any party specifically referenced in Section 2.6 of this report. No other party shall have the right to rely on this report or the findings herein, without the prior written consent of BBG.

Please contact me at [email protected] or 303.420.1052 x3328 should you have any questions or require additional information. Thank you for the opportunity to be of service.

Sincerely,

BBG ASSESSMENTS, LLC
Richard P. Morgan
Managing Director

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1.0 EXECUTIVE SUMMARY . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1

1.1 Property Description . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1

1.2 Findings, Opinions and Conclusions . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1

1.3 Recommendations . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3

2.0 INTRODUCTION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5

2.1 Purpose . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5

2.2 Scope of Work . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6

2.3 Significant Assumptions . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6

2.4 Limiting Conditions . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6

2.5 Special Terms and Conditions . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8

2.6 Reliance . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8

3.0 PROPERTY DESCRIPTION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9

3.1 Property Details . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9

3.2 Utility and Service Providers . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9

3.3 Adjoining Properties . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 10

4.0 PHYSICAL SETTING . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11

4.1 Topography . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11

4.2 Surface Water Bodies . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11

4.3 Geology and Hydrology . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11

4.4 Minerals Exploration and Production . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 12

5.0 INTERVIEWS, RECORDS AND MUNICIPAL INFORMATION . . . . . . . . . . . . . . . . . . . . . . . . . . 13

5.1 User Provided Information . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 13

5.2 Owners, Operators and/or Neighboring Properties . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 14

5.3 Municipal/Government Agencies . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 15

6.0 ENVIRONMENTAL RECORDS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 18

6.1 Environmental Records Sources . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 18

TABLE OF CONTENTS
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6.2 Environmental Records Summary . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 21

7.0 HISTORICAL USES . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 23

7.1 Aerial Photographs . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 23

7.2 Fire Insurance Maps . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 24

7.3 Property Tax Files . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 25

7.4 Recorded Land Title Records . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 25

7.5 Environmental Lien and Activity Use Limitations (AULs) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 25

7.6 Historical USGS Topographic Maps . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 25

7.7 Local Street Directories . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 25

7.8 Building Department Records . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 29

7.9 Zoning/Land Use Records . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 30

7.10 Previous Assessment/Reports . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 30

7.11 Other Historical Sources . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 31

7.12 Data Failure . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 31

7.13 Historical Use Summary . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 32

8.0 PROPERTY RECONNAISSANCE AND INVESTIGATION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 33

8.1 Methodology and Limiting Conditions . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 33

8.2 Visual Observations . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 33

8.3 Visual Observations Summary . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 35

9.0 ASTM NON-SCOPE CONSIDERATIONS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 36

9.1 Asbestos Containing Materials (ACM) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 36

9.2 Radon . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 37

9.3 Lead-Based Paint (LBP) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 37

9.4 Drinking Water . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 38

9.5 Microbial Growth . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 38

9.6 Flood Zone and Wetlands . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 39

9.7 ASTM Non-Scope Consideration Summary . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 39

10.0 FINDINGS, OPINIONS, CONCLUSIONS AND RECOMMENDATIONS . . . . . . . . . . . . . . . . . 40 La Paz Village
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10.1 Findings, Opinions and Conclusions . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 40

10.2 Recommendations . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 41

11.0 DECLARATION OF ENVIRONMENTAL PROFESSIONAL . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 43

12.0 DETAILED SCOPE OF WORK . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 44 APPENDIX 1 Property Maps
APPENDIX 2 Photographs
APPENDIX 3 Supporting Documentation
APPENDIX 4 Regulatory Database Report
APPENDIX 5 Historical Documentation
APPENDIX 6 Personnel Qualifications
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1.0 EXECUTIVE SUMMARY

1.1 Property Description
The Property consists of an irregular-shaped parcel of land totaling approximately 4.30 acres improved with five multitenant retail buildings totaling 40,658 square feet (NRA). The buildings, which were constructed circa 1972 to 2014, are of masonry and stucco exterior wall construction with a combination of low-slope, built-up and clay tile roofing systems. The buildings are constructed on reinforced concrete slab-on-grade foundation systems and do not contain habitable sub-grade areas. Additional improvements include paved drive aisles and parking areas, concrete sidewalks, and landscaped areas. At the time of the assessment, the Property was developed for use as a retail shopping center.

A Property Location Map, Property Layout Map and photographs of the Property are appended to this report.

1.2 Findings, Opinions and Conclusions
BBG has performed a Phase I Environmental Site Assessment in conformance with the scope and limitations of ASTM Practice E1527 of 25250 La Paz Road, Laguna Hills, California, the Property. Any exceptions to, or deletions from, this practice are described in Section 11 of this report. This assessment has revealed no evidence of RECs/CRECs in connection with the Property except for the following:
• The Property, addressed as 25260 La Paz Road, was identified on the DRYCLEANER, Cleanup Program Sites (CPS-SLIC) and EDR Hist Cleaner databases. Super Cleaners, Yes Cleaners, La Paz Cleaners and OC Cleaners were identified on the DRYCLEANER databases. Boardwalk Development (Super Cleaners) was identified on the DRYCLEANER and CPS-SLIC databases. La Paz Cleaners was identified on the EDR Hist Cleaner database. According to street directory and property management records, these dry cleaners occupied Suite M in the west end of Building 25260 from the 1970s to 2017. EDR records indicate that perchlorethylene (perc) dry cleaning solvent was used and that a vapor recovery unit was employed to recover solvent for reuse from the ventilation system. BBG was provided a Report for Expanded Phase II Environmental Site Assessment/Remedial Investigation (Revised) dated October 30, 1996, and La Paz Village
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prepared by Ninyo & Moore. According to this report PCE, a dry cleaning solvent, was released to the subsurface at this tenant space on the Property; PCE was detected in soil at concentrations that range up to 840 ug/kg; groundwater was not encountered at the Property to the total depth explored of 71.5 feet; the primary zone of affected soil extended to a depth of approximately 20 feet below ground surface (bgs); the maximum depth that PCE was detected in the soil was 35 feet bgs; PCE was not detected in samples collected from 40 to 60 feet bgs; the estimated cleanup levels for PCE in the soil range from 399 ug/kg at 10 feet bgs to 176 ug/kg at 35 feet bgs; the maximum concentrations of PCE detected in the soil at depths of 20 and 35 feet bgs are below the estimated cleanup levels; the maximum concentrations of PCE detected in the soil at depths of 10 and 15 feet bgs are above the estimated cleanup levels; and the residual concentration of PCE in the soil at the site does not pose a significant threat to groundwater quality. Ninyo & Moore recommended that the results of the investigation be presented to the San Diego region of the Regional Water Quality Control Board (RWQCB) for consideration and evaluation of the need for soil remediation. The EDR database report identifies the former Super Cleaners as a SLIC site with a file (Phase II) opened in 1996 with a closed status; however, the state's GeoTracker website (https://geotracker.waterboards.ca.gov/map/) does not depict this facility. It has not been confirmed if the RWQCB issued closure to the case. Regardless, the results of the PCE impacts to soil are high and widespread and there may be a vapor intrusion concern (VIC). Additionally, this dry cleaner likely used perc subsequent to the investigation until 2006 when petroleum-based solvents were noted to be used. Based on the known soil contamination with a possible VIC, this is considered a REC to the Property.

This assessment has revealed no evidence of de minimis conditions.

The assessment has revealed no evidence of HRECs in connection with the Property.

No significant data gaps were identified that would affect the ability of the environmental professional to identify RECs at the Property.

This assessment has revealed no evidence of BERs associated with the standard ASTM scope considerations.

This assessment has revealed no evidence of BERs relating to ASTM non-scope considerations, except for the following:

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• ACM may be present based on the date of construction. The suspect materials observed were in good condition.
• LBP may be present based on the date of construction. The painted surfaces observed were in good condition.

1.3 Recommendations
BBG recommends a vapor intrusion assessment to determine if historical on-site operations have impacted the Property.

ACM typically do not release measurable amounts of asbestos fibers unless the materials are disturbed or damaged. Based on the condition of the materials observed BBG recommends that these materials be managed under an asbestos operations and maintenance (O&M) program until such time as renovation or demolition activities necessitate their abatement, or analytical testing proves the material to be non-ACM. The O&M program should follow the USEPA Guidance Document: Managing Asbestos in Place – A Building Owner’s Guide to Operation and Maintenance Programs for Asbestos-Containing Materials. The objective of the O&M program is to implement a practical management approach to controlling ACM at the Property, by monitoring its condition, controlling any activities that might impact the ACM, and responding promptly should the material be damaged.

NESHAP regulations require sampling of potential ACM prior to any renovation or demolition activities likely to disturb the material, regardless of the date of construction.

If such activities are planned, an asbestos survey of the entire facility, or the portion slated for the renovation or demolition activities, is warranted prior to initiating these activities.

No survey was conducted as part of this assessment. The survey should be conducted by a licensed firm and should include an assessment of all suspect ACM including those which are not normally accessible. Any material found to be ACM should be handled in accordance with applicable regulations.

Given the good condition of the painted surfaces and the non-residential usage of the Property, no further action or study with regard to LBP at the Property is recommended at this time. The paint should, however, be sampled prior to any actions likely to impact the painted surfaces, such as sanding, scraping or heat-gun removal; otherwise the paint should be assumed to be LBP. Any proven or assumed LBP should be removed and handled in a La Paz Village
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controlled manner in accordance with applicable regulations. State and local regulations may apply to LBP in association with building demolition or renovation and in association with worker or occupant protection.

BBG recognizes that there may be various options for dealing with the conditions identified. The options provided by BBG are not necessarily the only acceptable alternatives for dealing with a particular concern. Factors such as planned changes to property use, planned renovations, capital restraints or other variables may change what would be considered the most appropriate or prudent alternative. BBG provides these options solely as guidance for further action.

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2.0 INTRODUCTION

2.1 Purpose
The purpose of the ESA is to identify Recognized Environmental Conditions (RECs), Controlled Recognized Environmental Conditions (CRECs) and Historical Recognized Environmental Conditions (HRECs) and de minimis conditions as defined by ASTM E1527-13.

The term REC is defined as “the presence or likely presence of any hazardous substances or petroleum products in, on, or at a property: (1) due to release to the environment; (2) under conditions indicative of a release to the environment; or (3) under conditions that pose a material threat of a future release to the environment.” The term CREC is defined as “a recognized environmental condition resulting from a past release of hazardous substances or petroleum products that has been addressed to the satisfaction of the applicable regulatory authority (for example, as evidenced by the issuance of a no further action letter or equivalent, or meeting risk-based criteria established by regulatory authority), with hazardous substances or petroleum products allowed to remain in place subject to the implementation of required controls.” The term HREC is defined as “a past release of any hazardous substances or petroleum products that has occurred in connection with the property and has been addressed to the satisfaction of the applicable regulatory authority or meeting unrestricted use criteria established by a regulatory authority, without subjecting the property to any required controls.”
The term de minimis condition is defined as “a condition that generally does not present a threat to human health or the environment and that generally would not be the subject of an enforcement action if brought to the attention of appropriate governmental agencies.

Conditions determined to be de minimis are not RECs or CRECs.” The term Business Environmental Risk (BER) is defined as a risk which can have a material environmental or environmentally-driven impact on the business associated with the current or planned use of a parcel of commercial real estate, not necessarily limited to those environmental issues required to be investigated as defined by ASTM.

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2.2 Scope of Work
The ESA was conducted in accordance with ASTM E1527-13 Standard Practice for Environmental Site Assessments: Phase I Environmental Site Assessment Process (Standard Practice), the scope of work provided by the Client, and generally accepted industry standards, and is designed to meet the United States Environmental Protection Agency (USEPA) Standards and Practices for All Appropriate Inquiries (AAI) pursuant to 40 Code of Federal Regulations (CFR) Part 312.

Additionally, BBG addressed certain ASTM non-scope considerations. These non-scope considerations include asbestos-containing materials (ACM), radon, lead-based paint (LBP), microbial growth, drinking water quality, flood zones, and wetlands.

A more detailed scope of work is provided in Section 13.

2.3 Significant Assumptions
• BBG assumes the Property has been correctly identified by the User, designated representative of the User, property owner or operator, and/or the designated representative of the property owner or operator.
• BBG assumes that the User, designated representative of the User, property owner or operator, and/or the designated representative of the property owner or operator used good faith in answering questions about and providing information for the Property. • BBG assumes the direction of groundwater is consistent with the contours depicted on the United States Geological Survey (USGS) topographic map covering the Property, unless otherwise specified by actual well data for the Property or properties in the area, or BBG’s experience and knowledge of the area.

2.4 Limiting Conditions
• The scope of work completed was designed solely to meet the needs of BBG’s Client.

BBG shall not be liable for any unintended usage of this report by another party.

Additionally, based on the ASTM Standard Practice, the ESA is only valid if completed within 180 days of an acquisition or the transaction necessitating the ESA, unless updated in accordance with terms outlined within the Standard Practice.

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• No ESA can wholly eliminate uncertainty regarding the potential for RECs in connection with a property. This ESA was designed to reduce but not eliminate uncertainty regarding the existence of such conditions in a manner that recognizes reasonable limits of time and cost. BBG has completed this ESA in accordance with generally accepted consulting practices, and makes no other warranties, either expressed or implied, as to the character and nature of such services or product.
• An ESA is intended to be a non-intrusive investigation and generally does not include sampling or testing of air, soil, water, or building materials. No destructive testing was completed and concealed areas, such as behind walls or within machinery, were not accessed. Any testing, including that for ACM, LBP and radon, is designed solely to meet the needs of the Client, not to meet any local, state or federal regulations and should not be utilized as such. Any test results obtained are for the personal use of Client only and are not intended for submittal to any regulatory agency. • Information needed to complete the ESA is based on personal interviews, government records, published resources, and various historical documents. Accuracy and completeness of information varies among information sources and is often inaccurate or incomplete. An environmental professional is not required by the ASTM Standard Practice to verify independently the information provided but may rely on information provided unless the environmental professional has actual knowledge that certain information is incorrect or unless it is obvious that certain information is incorrect based on other information obtained by or otherwise actually known to the environmental professional.
• BBG shall have no on-going obligation to obtain and include information that was not reasonably ascertainable, practically reviewable, or provided to BBG in a reasonable timeframe to formulate an opinion and complete the assessment by the agreed upon due date.
• An ESA includes some information that may be relevant to regulatory compliance, but is not intended and shall not be construed as a compliance audit and cannot be considered a verification of regulatory compliance. Depending on its past, present or future intended use, the property under review may or may not be subject to regulation and permitting under environmental and health and safety laws, such as, but not limited to, La Paz Village
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the Clean Air Act, the Clean Water Act, the Solid Waste Disposal Act, the Occupational Safety and Health Act, and other federal, state and local regulations. BBG assumes no responsibility or liability respecting regulatory permitting or compliance issues.

2.5 Special Terms and Conditions
There are no special terms and conditions associated with this ESA.

2.6 Reliance
This investigation was conducted on behalf of and for the exclusive use of Southco Properties c/o Boardwalk Development, Inc. (Client). This report, and the findings contained herein, shall not, in whole or part, be disseminated or conveyed to or used by any other party without the prior written consent of BBG. Any unauthorized party using or relying upon the Report shall be liable to BBG for equitable compensation and appropriate punitive damages, and shall be responsible to reimburse BBG for and indemnify, defend and hold BBG harmless from and against any and all costs, claims, liabilities, expenses, lost profits and damages arising as a direct or indirect result of such unauthorized use or reliance.

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3.0 PROPERTY DESCRIPTION

3.1 Property Details
Property Size 4.30 acres
Property Size Source Google Earth
Parcel ID Number(s) 620-211-18, 620-211-15, 620-211-9, 620-211-17 Parcel ID Source Orange County Plat Map
Property Usage Retail
Number of Buildings Five
Date of Construction 1972 to 2014
Date of Construction Source Aerial photographs and Phil Ladman, Property Manager Building Size 40,658 square feet (NRA)
Building Size Source Phil Ladman, Property Manager
Numberof Units 25 retail suites
Legal Description The legal description is included in the appendices.

Tenants The Property is occupied by the following tenants:

Tattoo parlor, yoga studio, optometrist, two nail salons, hair salon, natural living store, dentist, message studio, ballroom dance studio, gym, bakery, deli, five restaurants, convenience store, kitchen supply outlet

3.2 Utility and Service Providers
Electricity San Diego Gas & Electric
Natural Gas San Diego Gas & Electric
Potable Water Moulton Niguel Water District
Sanitary Sewer Moulton Niguel Water District
Stormwater Moulton Niguel Water District
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3.3 Adjoining Properties
The ASTM Standard Practice defines adjoining properties as “any real property or properties the border of which is contiguous or partially contiguous with that of the property, or that would be contiguous or partially contiguous with that of the property but for a street, road, or other public thoroughfare separating them.” The following adjoining properties were noted.

Direction Description
North La Paz Road, across which are single-family residences East McIntyre Street, across which is a retail shopping center South Church and single-family residences
West Orange County Board of Realtors
BBG’s observations of the adjoining properties did not identify evidence that would indicate the potential presence of a REC, such as fueling facilities, dry cleaning operations, improperly stored or leaking drums, or significantly stained surfaces.

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4.0 PHYSICAL SETTING
Information regarding topography, geology and hydrology are used to evaluate the likelihood of hazardous substances and petroleum products to migrate onto, within or from the Property. BBG attempted to determine the general physical setting of the Property using one or more of the physical setting sources outlined in Section 8.2.4 of the ASTM Standard Practice.

4.1 Topography
Property Elevation Approximately 472 feet above mean sea level (MSL) Topography The Property is relatively flat with gentle descending gradient to the east. The areas surrounding the Property slope sharply to the east.

Source Property elevation and topography are based on observations made during BBG's November 30, 2021 site visit and upon review of the applicable United States Geological Survey (USGS) topographic map. The relevant portion of the topographic map is appended to this report.

4.2 Surface Water Bodies
On-Site Water Bodies There are no surface water bodies on or bordering the Property.

Nearest Surface Water
Body
The nearest off-site surface water body is an unnamed drainage feature approximately 0.33-mile east of the Property.

4.3 Geology and Hydrology
Geology and Soils Upper Pliocene marine geology; Alo clay soils Source Geologic Map of California, Santa Ana Sheet,
1965;http://websoilsurvey.sc.egov.usda.gov/App/HomePage.htm Depth to Groundwater Greater than 70 feet below grade
Anticipated Flow Direction East
Basis of Flow Direction The USEPA Ground Water Handbook, Vol.1 Ground Water and Contamination, September 1990, states that the water table typically conforms to surface topography. This means the direction of flow for shallow groundwater is generally from higher elevations to lower elevations. Localized flow direction may vary as a result of tide, rainfall, development, geologic characteristics, nearby surface water La Paz Village
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bodies, underground utilities such as storm drains, septic systems and sewers, or other influences such as the presence of high-volume wells.

4.4 Minerals Exploration and Production
Oil and Gas Wells No oil or gas wells or oil and gas production equipment were observed at the Property. No wells were depicted on the USGS topographic map. According to the California Geologic Energy Management Division's (CalGEM) online mapping application, there are no oil or gas wells on the Property.

Pipelines No petroleum pipelines were observed on or adjoining the Property.

No pipelines were depicted on the USGS topographic map.

According to the National Pipeline Mapping System (NPMS) online map, there are no pipelines on the Property.

Mining Activities No mining activities were observed on or adjoining the Property. No mining activities were depicted on the USGS topographic map.

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5.0 INTERVIEWS, RECORDS AND MUNICIPAL INFORMATION

5.1 User Provided Information
User provided information is intended to help identify the possibility of RECs in connection with the Property. According to the ASTM Standard Practice and EPA's AAI Rule, the following items should be researched by the prospective landowner or grantee, and the results of such inquiries may be provided to the environmental professional. The responsibility for qualifying for Landowner Liability Protections (LLPs) by conducting the following inquiries ultimately rests with the User, and providing the following information to the environmental professional would be prudent if such information is available. The AAI rule does not require submission of this information to the environmental professional.

User Provided Information
User
Provided
Issue
Identified Comments
Recorded Land Title
Records
No N/A User did not provide BBG the results of a
search of recorded land title records for
the purpose of identifying environmental
liens filed or recorded against the
Property or activity and use limitations
(AULs) in place at the Property under
federal, tribal, state or local law.

Specialized or Actual
Knowledge or Experience
No N/A User did not inform BBG of specialized
knowledge of conditions indicative of
releases or threatened releases at the
Subject Property or at adjoining
properties which could impact the
Subject Property. User did not inform
BBG of actual knowledge of
environmental liens or AULs
encumbering the Subject Property or in
connection with the Subject Property.

Significantly Lower
Purchase Price
No N/A User did not provide information to BBG
indicating the purchase price of the
Subject Property was below the fair
market price for a comparable property,
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User Provided Information
User
Provided
Issue
Identified Comments
or that any difference in price was likely
the result of the presence of hazardous
substances or petroleum products.

Commonly Known or
Reasonably Ascertainable
Information
Yes N/A User informed BBG that a dry cleaning
facility operated on the Property until
March 2017.

Degree of Obviousness No N/A User did not indicate any reason to suspect or have knowledge of the
obvious presence or likely presence of
releases or threatened releases at the
Property.

Reason for Performing the
Phase I ESA
No No User indicated the reason for conducting
the ESA was to assist in their internal
decision making process, and not to
qualify for a landowner liability
protection (LLP) to CERCLA liability.

5.2 Owners, Operators and/or Neighboring Properties
Key Site Manager
Key Site Manager Phil Ladman, Property Manager
Telephone/Email [email protected]
Pertinent Information Mr. Ladman has been associated with the Property for 10 years. He stated that hehad no records or recollection of any releases, likely releases or imminent threat of releases of hazardous substances or petroleum products at the Property. He was not aware of environmental liens filed against the Property or any AULs filed or recorded against the Property, or any past, threatened or pending lawsuits or administrative proceedings related to environmental issues. Mr. Ladman was not aware of underground storage tanks (USTs) or aboveground storage tanks (ASTs) on the Property, or of any concerns relating to water infiltration or microbial growth.

BBG requested copies of any previous environmental assessments La Paz Village
Laguna Hills, California
14 BBG PROJECT: 0521012916

Page 1096 of 1981 ends

or asbestos containing materials (ACM), lead-based paint (LBP) or radon testing. No such documents were provided to BBG by Mr.

Ladman. Mr. Ladmanadvised that he was not familiar with the historical uses other than retail shopping center.

5.3 Municipal/Government Agencies
Department Name Orange County Fire Authority
Contact Online information
Telephone/Email/Website orangecounty.nextrequest.com
Pertinent Information BBG facilitated a California Public Records Act Request for fire department files pertaining to USTs, ASTs, reported incidents of hazardous material releases, or other similar circumstances that could be of environmental concern at the Property. A response has not been received as of the date of this report. Based on the other information obtained during this assessment, the lack of a response is not considered significant in the identification of RECs associated with the Property.

Department Name Orange County Development Services
Contact Online information
Telephone/Email/Website orangecounty.nextrequest.com
Pertinent Information BBG facilitated a California Public Records Act Request to obtain obtain certificates of occupancy, permits for the installation or removal of tanks, or other similar circumstances that could be of environmental concern at the Property. The department responded that it maintains no relevant records and directed BBG to the individual utility providers.

Department Name Orange County Public Health Services
Contact Online information
Telephone/Email/Website orangecounty.nextrequest.com
Pertinent Information BBG facilitated a California Public Records Act Request for health department files pertaining to USTs, ASTs, reported incidents of hazardous material releases, or other similar circumstances that La Paz Village
Laguna Hills, California
15 BBG PROJECT: 0521012916

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could be of environmental concern at the Property. The
Environmental Health Department provided records pertaining to hazardous materials inspections of the former dry cleaner facility on the Property, and also permitting materials associated with the Verizon Wireless cellular telephone antenna facility on the second floor of the 25260 La Paz Road address. With regard to the former dry cleaner, this tenant was located at the west end of Building 25260 in Suite M. According to an Inspection Report dated January 21, 2015, hazardous waste inside the tenant space was properly stored, labeled and dated. No violations were noted at that time.

According to an Inspection Report dated February 5, 2018, the dry cleaner facility was closed and no hazardous waste was left onsite.

With regard to the Verizon Wireless cellular telephone antenna facility, lead-acid batteries are associated with this facility and noviolations or enforcement actions have been taken against the facility.

Department Name California Department of Toxic Substance Control (DTSC) Contact Daniel Knight
Telephone/Email/Website [email protected]
Pertinent Information BBG facilitated a California Public Records Act Request for files pertaining to USTs, ASTs, reported incidents of hazardous material releases, or other similar circumstances that could be of environmental concern at the Property. A response has not been received as of the date of this report. Based on the other information obtained during this assessment, the lack of a response is not considered significant in the identification of RECs associated with the Property.

Department Name California Regional Water Quality Control Board Contact Online information
Telephone/Email/Website [email protected]
Pertinent Information BBG facilitated an e-mail request to obtain copies of any documents associated with Boardwalk Development Inc at 25260 east La Paz Road identified on the Property. This facility was identified as a Cleanup Program Site (CPS)-Spills, Leaks, Investigations, and La Paz Village
Laguna Hills, California
16 BBG PROJECT: 0521012916

Page 1098 of 1981 ends

Cleanups (SLIC) site. A response has not been received as of the date of this report. Based on the other information obtained during this assessment, the lack of a response is not considered significant in the identification of RECs associated with the Property.

La Paz Village
Laguna Hills, California
17 BBG PROJECT: 0521012916

Page 1099 of 1981 ends

6.0 ENVIRONMENTAL RECORDS
BBG obtained a commercially-available regulatory records database report containing the standard environmental record sources identified in ASTM 1527-13 as well as any additional environmental record source determined to be: 1) reasonably ascertainable; 2) sufficiently useful, accurate and complete; and 3) generally obtained, pursuant to local good commercial or customary practice in initial ESAs in the type of commercial real estate transaction involved. A detailed description of the records reviewed and a listing of all of the identified sites are appended to this report. Accuracy and completeness of record information varies among information sources and is often inaccurate or incomplete. BBG cannot warrant the accuracy of the information, but has made reasonable efforts to compensate for mistakes or insufficiencies in the information reviewed that are obvious in light of other information of which BBG has actual knowledge. BBG reviewed the environmental record sources to identify sites involved in the storage, use, generation, disposal, or release of petroleum products and/or hazardous substance and has evaluated the potential for releases at the Property or the migration of contaminants onto the Property from off-site sources via soil, groundwater, or vapor. The potential for a vapor encroachment condition (VEC) will be evaluated following ASTM E2600-15 Standard guide for Vapor Encroachment Screening on Property Involved in Real Estate Transactions.

6.1 Environmental Records Sources
Anticipated groundwater flow direction: East
The groundwater flow direction is used to determine whether sites are located up-, crossor down-gradient of the Property, which provides an indication of their potential to impact the Property.

Environmental Record Sources
Approximate
Minimum
Search
Distance
Property
Listings
Off-Site
Properties
Federal NPL 1.0 mile No No
Federal Delisted NPL 0.5 mile No No
Federal SEMS/CERCLIS 0.5 mile No No
Federal SEMS Archive/CERCLIS NFRAP 0.5 mile No No
Federal RCRA CORRACTS 1.0 mile No No
La Paz Village
Laguna Hills, California
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Environmental Record Sources
Approximate
Minimum
Search
Distance
Property
Listings
Off-Site
Properties
Federal RCRA TSD 0.5 mile No No
Federal RCRA generators Property and
adjoining
No Yes
Federal institutional/engineering controls Property
only
No No
Federal ERNS Property
only
No Not
Applicable
State and tribal-equivalent NPL 1.0 mile No No
State and tribal-equivalent CERCLIS 0.5 mile No Yes
State and tribal landfill and solid waste 0.5 mile No No State and tribal leaking storage tanks 0.5 mile No Yes
State and tribal registered storage tanks Property and
adjoining
No Yes
State and tribal institutional/engineering controls Property only
No No
State and tribal voluntary cleanup 0.5 mile No No
State and tribal Brownfield 0.5 mile No No
Additional environmental record sources Various Yes Yes EDR exclusive records Various Yes No
Property
The Property, addressed as 25260 La Paz Road, was identified on the DRYCLEANER, Cleanup Program Sites (CPS-SLIC) and EDR Hist Cleaner databases. Super Cleaners, Yes Cleaners, La Paz Cleaners and OC Cleaners were identified on the DRYCLEANER databases. Boardwalk Development (Super Cleaners) was identified on the DRYCLEANER and CPS-SLIC databases. La Paz Cleaners was identified on the EDR Hist Cleaner database. According to street directory and property management records, these dry cleaners occupied Suite M in the west end of Building 25260 from the 1970s to 2017. EDR records indicate that perc dry cleaning solvent was used and that a vapor recovery unit was employed to recover solvent for reuse from the ventilation system. BBG La Paz Village
Laguna Hills, California
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Page 1101 of 1981 ends

was provided a Report for Expanded Phase II Environmental Site Assessment/Remedial Investigation (Revised) dated October 30, 1996, and prepared by Ninyo & Moore.

According to this report PCE, a dry cleaning solvent, was released to the subsurface at this tenant space on the Property; PCE was detected in soil at concentrations that range up to 840 ug/kg; groundwater was not encountered at the Property to the total depth explored of 71.5 feet; the primary zone of affected soil extended to a depth of approximately 20 feet bgs; the maximum depth that PCE was detected in the soil was 35 feet bgs; PCE was not detected in samples collected from 40 to 60 feet bgs; the estimated cleanup levels for PCE in the soil range from 399 ug/kg at 10 feet bgs to 176 ug/kg at 35 feet bgs; the maximum concentrations of PCE detected in the soil at depths of 20 and 35 feet bgs are below the estimated cleanup levels; the maximum concentrations of PCE detected in the soil at depths of 10 and 15 feet bgs are above the estimated cleanup levels; and the residual concentration of PCE in the soil at the site does not pose a significant threat to groundwater quality. Ninyo & Moore recommended that the results of the investigation be presented to the San Diego region of the RWQCB for consideration and evaluation of the need for soil remediation.

The EDR database report identifies the former Super Cleaners as a SLIC site with a file (Phase II) opened in 1996 with a closed status; however, the state's GeoTracker website (https://geotracker.waterboards.ca.gov/map/) does not depict this facility. The RWQCB may have issued closure to the case. Regardless, the results of the PCE impacts to soil are high and widespread and there may be a VIC. Additionally, this dry cleaner likely used perc subsequent to the investigation until 2006 when petroleum-based solvents were noted to be used. Based on the known soil contamination with a possible VIC, this is considered a REC to the Property.

Adjoining Properties
The following adjoining properties were noted:
• The site located at 25216 Pike Road was identified to the north across La Paz Road under the name Richard Sarner. This site was listed on the Resource Conservation and Recovery Act non-generator (RCRA-NonGen) database. RCRA-NonGen sites are facilities that no longer generate hazardous wastes. No violations are noted for the facility. No visual indications of concern were noted during the reconnaissance. Based on the lack of noted violations or enforcement actions, lack of visual indication of La Paz Village
Laguna Hills, California
20 BBG PROJECT: 0521012916

Page 1102 of 1981 ends

concern noted during the reconnaissance and the fact the facility is not listed on a database of sites with suspected or confirmed releases, this facility is not considered a REC in connection with the Property and additional file review is not warranted. • The site located at 25292 McIntyre Street was identified to the east across McIntyre Street under the names Ace Cleaners, Tropical Den Cleaner and Royale Cleaners. This site is bulding is located over 175 feet east-southeast and topographically down-gradient of the Property. No violations are noted for the facilities. No visual indications of concern were noted during the reconnaissance. Based on the distance and down-gradient location, lack of noted violations or enforcement actions, and the fact the facilities are not listed on a database of sites with suspected or confirmed releases, these facilities are not considered a REC in connection with the Property and additional file review is not warranted.

Other Properties Warranting Discussion
While the regulatory records database report provided a list of identified sites using the radii established by the ASTM Standard, most sites do not pose a concern due to distance, groundwater gradient, nature of the listing, information provided in the database or a combination thereof. BBG reviewed the listed sites and determined no sites of concern were noted.

6.2 Environmental Records Summary
The Property, addressed as 25260 La Paz Road, was identified on the DRYCLEANER, Cleanup Program Sites (CPS-SLIC) and EDR Hist Cleaner databases. Super Cleaners, Yes Cleaners, La Paz Cleaners and OC Cleaners were identified on the DRYCLEANER databases. Boardwalk Development (Super Cleaners) was identified on the DRYCLEANER and CPS-SLIC databases. La Paz Cleaners was identified on the EDR Hist Cleaner database. According to street directory and property management records, these dry cleaners occupied Suite M in the west end of Building 25260 from the 1970s to 2017. EDR records indicate that perc dry cleaning solvent was used and that a vapor recovery unit was employed to recover solvent for reuse from the ventilation system. BBG was provided a Report for Expanded Phase II Environmental Site Assessment/Remedial Investigation (Revised) dated October 30, 1996, and prepared by Ninyo & Moore.

Page 1103 of 1981 ends

840 ug/kg; groundwater was not encountered at the Property to the total depth explored of 71.5 feet; the primary zone of affected soil extended to a depth of approximately 20 feet bgs; the maximum depth that PCE was detected in the soil was 35 feet bgs; PCE was not detected in samples collected from 40 to 60 feet bgs; the estimated cleanup levels for PCE in the soil range from 399 ug/kg at 10 feet bgs to 176 ug/kg at 35 feet bgs; the maximum concentrations of PCE detected in the soil at depths of 20 and 35 feet bgs are below the estimated cleanup levels; the maximum concentrations of PCE detected in the soil at depths of 10 and 15 feet bgs are above the estimated cleanup levels; and the residual concentration of PCE in the soil at the site does not pose a significant threat to groundwater quality. Ninyo & Moore recommended that the results of the investigation be presented to the San Diego region of the RWQCB for consideration and evaluation of the need for soil remediation.

BBG did not identify environmental records indicating a release of hazardous substances or petroleum products from neighboring properties likely to migrate onto the Property via soil, groundwater or vapor pathways that would be considered a REC or a VEC in connection with the Property.

La Paz Village
Laguna Hills, California
22 BBG PROJECT: 0521012916

Page 1104 of 1981 ends

7.0 HISTORICAL USES
BBG attempted to develop a history of the previous uses of the Property and surrounding area in order to help identify the likelihood of past uses having led to RECs in connection with the Property. Efforts were made to identify the uses of the Property back to the Property’s first use, or back to 1940, whichever is earlier. BBG relied upon the standard historical sources listed in Section 8.3.4 of the ASTM Standard Practice. Only the sources deemed both reasonably ascertainable and likely to be useful were used.

Historical Resources Reviewed
Historical Resource Years Reviewed Report Section
Aerial Photographs 1938 - 2016 Section 7.1
Fire Insurance Maps No Coverage Section 7.2
Property Tax Files 2021 Section 7.3
Recorded Land Title
Records
Not Provided Section 7.4
Historical USGS
Topographic Maps
Not Researched Section 7.5
Local Street Directories 1973 - 2014 Section 7.6
Building Department
Records
Not Available Section 7.7
Zoning/Land Use Records Not Researched Section 7.8
Previous Assessment/
Reports
Not Provided Section 7.9
Other Historical Sources Not Researched Section 7.10

7.1 Aerial Photographs
Aerial photographs, which are of a sufficient resolution to allow identification of development and activities of areas encompassing the Property, can be used in documenting the historical usage of a property. BBG reviewed the following aerial photographs, copies of which are included in Appendix 5:

La Paz Village
Laguna Hills, California
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Year(s) Property Description Adjoining Property Description 1938
1946
1949
1952
1963
Undeveloped North: Undeveloped
East: Undeveloped
South: Undeveloped
West: Undeveloped
1967 Scarification of land, apparently in
anticipation of development; La Paz Road
appears newly constructed
North: Scarification of land
East: Undeveloped
South: Undeveloped
West: Undeveloped
1972 Single structure (present 25732 La Paz Rd)
at northwest corner of Property
North: Residences north of La Paz Rd
East: Grading underway
South: Apparent foundation for
present-day church
West: Undeveloped; residences beyond
1974 At least three structures present
consistent with present-day buildings
(photo is indistinct)
North: Residences north of La Paz Rd
East: Present-day retail center
South: Apparent present-day church and
residences
West: Present-day office building and
parking to rear
1980
1989
1990
1994
2002
2005
2009
2012
2016
Present-day structures all evident North: Residences north of La Paz Rd East: Present-day retail center
South: Present-day church and residences;
church expansion to property line
beginning in 2009
West: Present-day office building and
parking to rear

7.2 Fire Insurance Maps
Historically maps were produced which showed the location and use of structures on a property at a given point in time. These maps were widely available for areas that were significantly developed during the late 1800s through the 1950s, though coverage exists La Paz Village
Laguna Hills, California
24 BBG PROJECT: 0521012916

Page 1106 of 1981 ends

for some areas through the 1990s. BBG attempted to obtain historical maps from EDR, Inc. covering the Property. No historical Sanborn maps were identified. The “no coverage” notification is appended to this report.

7.3 Property Tax Files
Tax files are files kept for property tax purposes by the local jurisdiction where the property is located and may include records of past ownership, appraisals, maps, sketches, photographs. BBG reviewed the property tax files for the Property as available at the Orange County Treasurer website. Based on these records, the Property is taxed at an amount consistent with its retail use.

7.4 Recorded Land Title Records
Land title records are records of historical fee ownership, which may include leases, land contracts and AULs on or of the property recorded in the place where land title records are, by law or custom, recorded for the local jurisdiction in which the property is located, often such records are kept by a municipal or county recorder or clerk. Such records may be obtained from title companies or directly from the local government agency. A chain-of-title was not provided to BBG for review.

7.5 Environmental Lien and Activity Use Limitations (AULs) A review of available records and regulatory information cited in Section 6.0 did not identify environmental liens or AULs associated with the Property.

7.6 Historical USGS Topographic Maps
Historical topographic maps can indicate whether an area is undeveloped, lightly developed or heavily developed and can also indicate if roads, railroad tracks, quarrying operations or water bodies were previously or near a property. No historical topographic maps were reviewed as part of this assessment due to the sufficient prior use history obtained through the other standard historical sources.

7.7 Local Street Directories
Local street directories identify the name of the individual or company located at a given address. BBG ordered a local street directory search from EDR. The following local street directories were reviewed:

La Paz Village
Laguna Hills, California
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Page 1107 of 1981 ends

Year(s) Property Description Adjoining Property Description 1973 25732 La Paz Rd: Laguns Hlls Ins Agc;
Mission Hills Rlty
North: Listings on Pike Rd (residential)
were not included in street directory
search
East: No listing
South: Listings on MacKenzie St were not
included in street directory search
West: No listing
1976 All on La Paz Rd:
25250 Angies Famous Pizza; Brig The
25252 Del Taco Rest No 34581
25254 Eastern Meat Co; Skinny Haven
Rest
25260 Better Mouse Trap; Bumper Crop
Produce; Carriage Pop Shop; Encore
Fashions; Foushee Fred DDS; Knitty Gritty
The; Laguna Hl Ins Agcy; Laguna Hl
Pharmacy; LaPaz Cleaners; Margees Art
Shoppe; Mission Hls Hr Fshn; Mission
Wallcovrngs; Petes Bakery
25732 Mission Hills Rlty
Seven 11 incorrectly listed as 25785 rather
than 25758 La Paz Rd
North: Listings on Pike Rd (residential)
were not included in street directory
search
East: Retail and office listings at 25232,
25242, 25252, 25272 and 25292 McIntyre
South: Listings on MacKenzie St and
Sycamore Ln were not included in street
directory search
West: No listing
1981 All on La Paz Rd:
25250 Brandes; Brig The
25252 Del Taco Rest
25254 Mission Hls Gourmet; Skinny Haven
Rstrnt
25260 Angies Famous Pizza; Creative
Images; Foushee Fred DDS; Health Fair
The; Heidelberg Pstry Sh; Just Hair; Knitty
Gritty The; Laguna Hls Pharmacy; Margees
Art Shoppe; Mission Hls Laundry; Mission
Wall Covngs; Nail Factory The; Nitty Gritty
The; Oso Viejo Properties; Plaza Pool
Supply; United Karate Stud
27732 Mission Hills Rlty
North: Listings on Pike Rd (residential)
were not included in street directory
search
East: Retail and office listings at 25232,
25242, 25252, 25272 and 25292 McIntyre
South: Listings on MacKenzie St and
Sycamore Ln were not included in street
directory search
West: 25552 La Paz Rd: Saddleback Vly
Brd
La Paz Village
Laguna Hills, California
26 BBG PROJECT: 0521012916

Page 1108 of 1981 ends

Year(s) Property Description Adjoining Property Description Seven 11 incorrectly listed as 25785 rather
than 25758 La Paz Rd
1987 All on La Paz Rd:
25250 Brig Restaurant; The Brig
25252 Del Taco Rstrnt
25254 Mission Hlls Meats
25260 Angies Famous Pizza; Campus
Photos; Creative Images; Foushee Fred
DDS; Gypsy Moth Boutique; Health Fair
The; Heidelberg Pastry; Knitty Gritty The;
La Paz Cleaners; Laguna Hls Pharmacy;
Lisas Hair Design; Nail Factory The; Nitty
Gritty The; Orchid Florist; Scudders
Amblnc Ofc; Silver Tanning Cntr; Toms
Cheesesteak; Unitd Kenpo Karate; Video
Cross Roads
25272 Bohunita Daniel; Daniels Custom
Fshn
25732 Nail/Hair Suite The; Salon Beauty
Supply
Seven 11 incorrectly listed as 25785 rather
than 25758 La Paz Rd
North: Listings on Pike Rd (residential)
were not included in street directory
search
East: Retail and office listings at 25232,
25242, 25252, 25272 and 25292 McIntyre
South: Listings on MacKenzie St and
Sycamore Ln were not included in street
directory search
West: 25552 La Paz Rd: Saddleback Vly
Rltrs
1992 All on La Paz Rd:
25250 Micheles
25252 Del Taco Rstrnt 34
25254 Mission Hlls Meats; Panda Garden
25260 Adamo Charles P DC; Awakenings;
Barnatt Capital; Commercl Rl Est; Creative
Hair; Foushee Fred DDS; Gulf Systems;
Health Fair The; Heidelberg Catering; Hot
Line Nails; Laguna Hls Pharmacy; Leasing
Ofc The; Major, Mark; Mission Mortgage;
Roma D’italia; S C M Corp; Salon
Impressions; Tile&Carpet Unltd; Turner,
Nancy
25732 Hair Unique; Nail Paradise
North: Listings on Pike Rd (residential)
were not included in street directory
search
East: Retail and office listings at 25232,
25242, 25252, 25272 and 25292 McIntyre
South: Listings on MacKenzie St and
Sycamore Ln were not included in street
directory search
West: 25552 La Paz Rd: Saddleback Vly
Rltrs
La Paz Village
Laguna Hills, California
27 BBG PROJECT: 0521012916

Page 1109 of 1981 ends

Year(s) Property Description Adjoining Property Description 1995 All on La Paz Rd:
25250 Cafe Micheles
25252 Del Taco
25254 Mission Hills Gourmet Meats
25260 Awakenings; Commercial Real
Estate Network; Creative Hair; Eileens Skin
Care; Fred Foushee DDS; Gulf Systems;
Hair Design By Lu Lu; Health Fair;
Heidelberg Pastry Shop; Hot Line Nails;
Joseph P Preziosi DC; La Paz Chiropractic;
La Paz Cleaners; Laguna Hills Pharmacy;
Leasing Office; Mission Mortgage; Nancy
Turner; Roma D’italia; Rugs From Afar;
Saddleback Church Religious; Salon
Impressions; Science Of Mind Ctr
25732 Bui, Mai; Hair Unique
25758 7 Eleven Food Store
North: Listings on Pike Rd (residential)
were not included in street directory
search
East: Retail and office listings at 25232,
25242, 25252, 25272 and 25292 McIntyre
South: Listings on MacKenzie St and
Sycamore Ln were not included in street
directory search
West: 25552 La Paz Rd: Saddleback Valley
Board of Rltrs
2005 All on La Paz Rd:
25250 Elephant Bar Restaurant
25252 Del Taco No 34
25254 Mission Hills Gourmet Meats; Roma
D’italia
25260 Awakenings; BCS Investments Inc;
CBT Centers; Commercial Real Estate
Network; Crystal Nails & Spa; DML Group;
Heidelberg Pastry Shop; Helen Nail &
Skincare; Inn at Deep Canyon; Khaliq,
Ahmad; Kiki; La Paz Cleaners; MAS
Consulting; Michelle, S; Reflection Imaging;
Schloeglmann Inc; Yes Cleaners
25758 7 Eleven Food Stores No 13801;
Neghpara Prakash
North: Listings on Pike Rd (residential)
were not included in street directory
search
East: Retail and office listings at 25232,
25242, 25252, 25272 and 25292 McIntyre
South: Listings on MacKenzie St and
Sycamore Ln were not included in street
directory search
West: 25552 La Paz Rd: Orange County
Association Realtors
2010 All on La Paz Rd:
25250 Yamato Restaurant
25252 Hot Off the Grill
25254 Villa Roma Market & Deli
North: Listings on Pike Rd (residential)
were not included in street directory
search
La Paz Village
Laguna Hills, California
28 BBG PROJECT: 0521012916

Page 1110 of 1981 ends

Year(s) Property Description Adjoining Property Description 25260 Awakenings; Curves; Dinnertime
Made Easy; Disvel Center; Haircrafters;
Hall Law Firm; Heidelberg Pastry Shop;
Kappo Hana Co; La Paz Acupuncture &
Herbal; La Paz Billing Svc; La Paz Spa; O C
Cleaners; Package People; Patricios Great
Hair; Premier Group; Schloeglmann, Klaus
J; Schneider, Richard; Video Systems Svc
Ctr
25732 Laguna Spa & Salon; Sally Beauty
Supply
25758 7 Eleven
East: Retail and office listings at 25232,
25242, 25252, 25272 and 25292 McIntyre
South: Listings on MacKenzie St and
Sycamore Ln were not included in street
directory search
West: 25552 La Paz Rd: Orange County
Association Realtors
2014 All on La Paz Rd:
25252 Hot Off the Grill
25254 24 Hour Locksmith; Villa Roma
Market & Deli; Villa Roma Restaurant
25260 Awakenings; Contreras, Oscar;
Dishlatino; Farnaz Badie; Heidelberg
Pastry Shop; Hernandez, Ana; Kappo Hana;
Lundblad, Jennifer; Nails & Nails By Diana;
O C Cleaners; OC Natural Health Center;
Wall, Genevieve
25732 Laguna Spa & Salon
25758 7 Eleven
North: Listings on Pike Rd (residential)
were not included in street directory
search
East: Retail and office listings at 25232,
25242, 25252, 25272 and 25292 McIntyre
South: Listings on MacKenzie St and
Sycamore Ln were not included in street
directory search
West: 25552 La Paz Rd: Orange County
Association of Realtors

7.8 Building Department Records
Building department records generally consist of local government records indicating permission of the local government to construct, alter, or demolish improvements on the property. Often building department records are located in the building department of a municipality or county. BBG facilitated a California Public Records Act Request to the Orange County Development Services to obtain obtain certificates of occupancy, permits for the installation or removal of tanks, or other similar circumstances that could be of environmental concern at the Property. The department responded that it maintains no relevant records and directed BBG to the individual utility providers.

La Paz Village
Laguna Hills, California
29 BBG PROJECT: 0521012916

Page 1111 of 1981 ends

7.9 Zoning/Land Use Records
Zoning or land use records generally consist of local government records indicating the uses permitted by the local government in particular zones within its jurisdiction. The records may consist of maps and/or written records. The records are often located in the planning department of a municipality or county. BBG did not review the zoning/land use records for the Property due to the sufficient prior use history obtained through the other standard historical sources.

7.10 Previous Assessment/Reports
BBG reviewed the following report summarized below:
• Report for Expanded Phase II Environmental Site Assessment/Remedial Investigation (Revised), Super Cleaners/Mission Hills Plaza, Laguna Hills, California, dated October 30, 1996, prepared by Ninyo & Moore, on behalf of Boardwalk Development, Inc. According to this report PCE, a dry cleaning solvent, was released to the subsurface at the Property; PCE was detected in soil at concentrations that range up to 840 ug/ kg; groundwater was not encountered at the Property to the total depth explored of

71.5 feet; the primary zone of affected soil extended to a depth of approximately 20 feet bgs; the maximum depth that PCE was detected in the soil was 35 feet bgs; PCE was not detected in samples collected from 40 to 60 feet bgs; the estimated cleanup levels for PCE in the soil range from 399 ug/kg at 10 feet bgs to 176 ug/kg at 35 feet bgs; the maximum concentrations of PCE detected in the soil at depths of 20 and 35 feet bgs are below the estimated cleanup levels; the maximum concentrations of PCE detected in the soil at depths of 10 and 15 feet bgs are above the estimated cleanup levels; the residual concentration of PCE in the soil at the site does not pose a significant threat to groundwater quality; there is a possibility that the San Diego region of the RWQCB may not require soil remediation at the site; if soil remediation is necessary, soil vapor extraction is the most feasible and lowest cost alternative; and the estimated cost of remediation, using soil vapor extraction, ranges from approximately $60,000 to $100,000.

Based on the conclusions presented above, Ninyo & Moore made the recommendation that the results of the investigation be presented to the San Diego region of the RWQCB for consideration and evaluation of the need for soil remediation.

La Paz Village
Laguna Hills, California
30 BBG PROJECT: 0521012916

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• Phase I Environmental Site Assessment, Mission Hills Plaza, Laguna Hills, California, dated April 1, 2011, prepared by A/E West Consultants Inc. (A/E West), on behalf of RiverSource Life Insurance Company. According to this report, the Property was vacant land from at least 1938 until the development of the current retail center improvements occurred in 1977. According to the report, review of the most recent Dry Cleaner Facilities list identified four tenants on the Property and/or adjoining properties. Three of the four listings were prior tenants, and are no longer at the Property. A/E west noted that the remaining listing, OC Cleaners, was located on the Property, and has been in operation at this site for five years, according to the Owner.

The dry cleaning machine, manufactured by Firbimatic, reportedly utilized alternative cleaning solutions, not perchloroethylene. This particular machine reportedly utilized Hydrocarbon Class III solvent, considered to be non-hazardous. Based on its current status, and no violations reported, it was A/E West’s opinion that this Dry Cleaning tenant is not considered to be an environmental concern. It should be noted that no previous environmental reports were provided to A/E West. A/E West concluded that no RECs were identified at the Property. A/E West recommended no additional investigation.

7.11 Other Historical Sources
Other historical sources include sources that are credible to a reasonable person and that identify past uses of the Property. This category includes, but is not limited to:
miscellaneous maps, newspaper archives, internet sites, community organizations, local libraries, historical societies, current owners or occupants of neighboring properties, or records in the files and/or personal knowledge of the property owner and/or occupants.

BBG did not review other historical sources for the Property based on prior use history obtained through the other standard historical sources.

7.12 Data Failure
Based on the information above, it is BBG’s opinion that the following data failure, as defined in Section 8.3.2.3 of the ASTM guidelines, has occurred in attempting to document the historical uses of the Property:
• Some of the intervals between documented sources exceeded five years; however, based on the similar usage during the periods documented, this data failure is not considered a significant data gap.

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Laguna Hills, California
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It is BBG’s opinion that the data failure did not affect the ability of the Environmental Professionals involved in the assessment to identify RECs in connection with the Property; therefore, it is not considered a significant data gap.

7.13 Historical Use Summary
The Property was undeveloped land from at least 1938 until 1972, when it was developed with buildings that culminated in the present-day retail center. The building on the northeast portion of the Property (Building 25250) was reportedly constructed in 2014.

As noted in Section 6.1, multiple dry cleaners occupied Suite M of Building 25260 from the 1970 to 2017. The historical presence of dry cleaner facilities with known contamination on the Property (see Section 7.10) represents a REC.

The adjoining and surrounding properties have been used for residential, retail, office and church purposes contemporaneous with development of the Property.

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Laguna Hills, California
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8.0 PROPERTY RECONNAISSANCE AND INVESTIGATION

8.1 Methodology and Limiting Conditions
Assessor Jeff Hullinger, Professional Associate
Date of Reconnaissance November 30, 2021
Weather Conditions Sunny with temperatures around 70 degrees Fahrenheit Property Escort Phil Ladman, Boardwalk Development, Inc.

Methodology The property reconnaissance consisted of visual observations of the Subject Property and improvements, adjoining properties, as viewed from the Subject Property boundaries, and the surrounding area based on visual observations made from adjacent public
thoroughfares. Building exteriors were observed along the perimeter from the ground, unless described otherwise.

Representative interior areas were observed as they were made safely accessible, unless described otherwise.

Areas Accessed Five of the retail suites were unavailable for entry as a result of being outside of business hours or in one case ceased operations. All other suites were entered.

Inaccessible Areas Aside from the above, no other areas were inaccessible during the assessment.

Other Limitations No other significant limitations or physical obstructions were encountered during the Subject Property reconnaissance.

8.2 Visual Observations
Observation Yes No
Hazardous Substance and Petroleum Products in Connection with Identified Uses

Hazardous Substance and Petroleum Products in Connection with Unidentified Uses

Drums and Containers of Unidentified Substance or Petroleum Products

Aboveground and Underground Storage Tanks 
Strong, Pungent or Noxious Odors 
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Laguna Hills, California
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Observation Yes No
Pools of Liquids 
Electrical or Hydraulic Equipment likely to Contain Fluids  Heating and Cooling Source 
Interior Stains or Corrosion other than from Water 
Floor Drains, Sumps, Clarifiers and Oil/Water Separators  Pits, Ponds and Lagoons 
Exterior Stained Soils or Pavement 
Stressed Vegetation 
Onsite Solid Waste Disposal or Unknown Fill 
Wastewater 
Wells 
Septic Systems and Cesspools 
Other 
Hazardous Substances and Petroleum Products in Connection with Identified Uses BBG noted the following hazardous substances and petroleum products in connection with identified uses:

Material Quantity/Location Condition
Nail polish and remover Nail salons; typical retail facility quantities
Good condition with no
leaks, stains, or spills
Hair care (permanent wave)
chemicals
Hair salon; typical retail facility
quantities
Good condition with no
leaks, stains, or spills
Lead-acid batteries (not
physically observed)
Wireless equipment and antenna for
cellular telephone service
Second floor; not physically
observed
Heating and Cooling Source
Heating, ventilation and air conditioning (HVAC) are provided by natural gas and electric package systems. No evidence of past or present heating oil usage was identified.

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Laguna Hills, California
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Floor Drains, Sumps, Clarifiers and Oil/Water Separators Standard interior sanitary drains were noted. The drains tie into the municipal sanitary system. No staining indicative of dumped materials was noted.

BBG was advised that grease traps are present at restaurant facilities. Grease traps are plumbing devices designed to intercept most fats, oils and grease before they enter a waste disposal system. Because the grease traps are only used to collect grease from the food service operations, they are not considered a REC.

Wastewater
No wastewater streams were noted or reported to BBG with the exception of sanitary wastewater and storm water discharges. Storm water flows off the Property and discharges to the municipal storm water system. Sanitary wastewater flows into the municipal sanitary sewer system.

8.3 Visual Observations Summary
No visual, olfactory or other observations were made during the property reconnaissance that would indicate a REC in connection with the Property.

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Laguna Hills, California
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9.0 ASTM NON-SCOPE CONSIDERATIONS

9.1 Asbestos Containing Materials (ACM)
Asbestos is a mineral fiber that has been used commonly in a variety of building construction materials for insulation and as a fire-retardant. Because of its fiber strength and heat resistant properties, asbestos was used in roofing shingles, ceiling and floor tiles, insulation products, asbestos cement products, and a host of other building materials. ACM is often classified as either friable or non-friable. Friable ACM, when dry, can be crumbled, pulverized, or reduced to powder by hand pressure. Non-friable ACM can be crumbled, pulverized, or reduced to powder during machining, cutting, drilling, or other abrasive procedures. When asbestos-containing materials are damaged or disturbed by repair, remodeling or demolition activities, microscopic fibers become airborne and can be inhaled into the lungs, where they can cause significant health problems. Friable ACM is more likely to release fibers when disturbed or damaged than non-friable ACM.

BBG conducted a limited visual screening for the presence of ACM at the Property. The potential for the presence of ACM was evaluated based on the age of the improvements, dates of renovation, and other relevant information. For this assessment, materials listed in Appendix G of the USEPA Guidance Document: Managing Asbestos in Place - A Building Owner’s Guide to Operations and Maintenance Programs for Asbestos-Containing Materials, which were installed prior to 1989, are suspected of containing asbestos. It should be noted that, while less likely, asbestos may still be found in current building materials, particularly non-friable products, such as sheet vinyl flooring, vinyl floor tiles, floor tile mastic, joint compound, asbestos-cement board and roofing materials.

This limited visual screening does not constitute an asbestos survey, during which all suspect ACM would have been identified and sampled. The possibility exists for ACM, not identified by this screening, to be present at the Property.

Based on the pre-1989 date of construction, it is possible that friable and non-friable ACM is present. Suspect materials observed during the property reconnaissance include vinyl flooring, vinyl flooring mastic, lay-in ceiling panels, roofing materials, wallboard and joint compound. The suspect materials were observed to be in good condition. The possible presence of ACM is considered a BER.

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Laguna Hills, California
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9.2 Radon
Radon is a naturally occurring colorless, odorless gas that is a by-product of the decay of radioactive materials potentially present in bedrock and soil. The USEPA guidance action level for annual residential exposure to radon is 4.0 picoCuries per liter of air (pCi/L). The guidance action level is not a regulatory requirement for private owners of commercial real estate, but is commonly used for comparison purposes to suggest whether further action at a building may be prudent.

A preliminary evaluation of the potential for concerns relating to radon was made using the USEPA Map of Radon Zones. The USEPA Map is based solely on averages in order to identify areas in the country with the potential for elevated indoor radon levels. Elevated levels of radon have been found in all radon zones. A finding that a property is located in a zone with predicted levels of radon below the USEPA action level does not mean a specific property does not have elevated levels of radon. The evaluation considered the location of the Property, previous test results, if available, type of construction and usage of the Property.

The Property is in Radon Zone 3, counties which have a predicted average indoor radon screening less than 2.0 pCi/L, which is below the USEPA action level of 4.0 pCi/L. The Property is not used for residential purposes. The USEPA action level applies only to residential properties and not to commercial properties. Based on the low regional averages and non-residential use, radon is not considered a BER.

9.3 Lead-Based Paint (LBP)
Lead was added to paint as a pigment, to speed drying, increase durability or to resist moisture. Although lead improves paint, it was found to pose a health hazard, particularly to children under the age of six, whose bodies are still developing. A paint is considered LBP if it contains lead equal to or exceeding 1.0 milligram per square centimeter or 0.5 percent by weight, or 5,000 parts per million (ppm) by weight.

A preliminary evaluation for the presence of LBP was conducted. The evaluation was based on the age of the improvements, the extent of renovations, property usage, and past analytical testing, if available. The Consumer Product Safety Commission banned the use of lead in paint in 1978, 16 CFR 1303. Most manufacturers, however, had ceased using lead well before this time. Paint applied after 1978 is not considered suspect LBP.

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Laguna Hills, California
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A comprehensive LBP survey was not conducted as part of this assessment. Conclusions are based on observations of representative areas only. A finding that LBP is not a significant concern cannot be interpreted as the building is free of LBP.

Based on the pre-1979 date of construction, it is possible LBP was used at the Property. The painted surfaces observed were in good condition. The Property is not used residentially.

The possible presence of LBP is considered a BER.

9.4 Drinking Water
The potential for concerns relating to elevated levels of contaminants, particularly lead, was evaluated. The evaluation looked at the source of drinking water and analytical data, if available.

The Property receives its water from the Moulton Niguel Water District. Per the utility's 2020 Water Quality Report, the water that is supplied meets or exceeds the federal and state drinking water standards, including those for lead; therefore, drinking water quality is not considered a BER.

9.5 Microbial Growth
Molds are usually not a problem indoors, unless mold spores land on a wet or damp spot and begin growing. Molds have the potential to cause health problems. Molds produce allergens (substances that can cause allergic reactions), irritants, and in some cases, potentially toxic substances (mycotoxins). Inhaling or touching mold or mold spores may cause allergic reactions in sensitive individuals. Allergic responses include hay fever-type symptoms, such as sneezing, runny nose, red eyes, and skin rash (dermatitis). Allergic reactions to mold are common. They can be immediate or delayed. Molds can also cause asthma attacks in people with asthma who are allergic to mold. In addition, mold exposure can irritate the eyes, skin, nose, throat, and lungs of both mold-allergic and non-allergic people. Symptoms other than the allergic and irritant types are not commonly reported as a result of inhaling mold. Research on mold and health effects is ongoing.

BBG conducted a preliminary visual screening for readily observable microbial growth and conditions conducive to microbial growth at the Property. Observations were limited solely to the portions of the Property walked and the evaluation should not be construed as a comprehensive microbial growth survey for the property. No sampling was conducted and no assessment of areas behind walls or in any other way generally inaccessible was La Paz Village
Laguna Hills, California
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performed. In addition, BBG interviewed property representatives regarding past or current water leaks, infiltration or ponding, tenant complaints of microbial growth or health problems, known current mold problems or other concerns relating to indoor air quality at the Property.

No visual or olfactory indications of microbial growth or water infiltration were noted during the property reconnaissance. According to Phil Ladman, there are no known areas of leaks or water infiltration at the Property and no known problems related to microbial growth. Microbial growth is not considered a BER.

9.6 Flood Zone and Wetlands
BBG attempted to determine if the Property was located in a flood hazard area or contained jurisdictional wetlands. This screening was based solely on a review of available FEMA Flood Insurance Rate Maps (FIRM) and the United States Fish and Wildlife Service National Wetlands Inventory (NWI) website. This screening should not be considered a formal flood hazard determination or wetlands delineation.

Based on information provided by FEMA, the Property is in Zone X Unshaded, defined as areas of minimal flood hazard.

No federally regulated wetlands are present on the Property, based on the NWI website.

9.7 ASTM Non-Scope Consideration Summary
ACM may be present based on the date of construction. The suspect materials observed were in good condition.

LBP may be present based on the date of construction. The painted surfaces observed were in good condition.

La Paz Village
Laguna Hills, California
39 BBG PROJECT: 0521012916

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Laguna Hills City CouncilSeptember 23, 2025

Laguna Hills City Council
September 23, 2025