RUMBLE DR
GLEN ACRES
CUL DE SAC
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
13,628
34,950
15,580
27,778
18,789
22,429
30,485
25,555
36,290
21,349
17,233
22,000
29,770
11,056
11,417
13,188
15,423
22,165
16,965
4,841
AC
CUL DE SAC AC/AC
AC/AC
AC/AC
AC/AC
AC/AC
AC/AC
AC/AC
AC/AC
AC/AC
AC/AC
AC/AC
AC
AUBURN DALE DR
PINE FLAT CIR
2ND ST
CEDARSPRING
FERNBANK
CRESTBROOK
PRINCETON WY
BENNETT
TRABUCO RD
CUL DE SAC
CUL DE SAC
CUL DE SAC
CUL DE SAC
LAUREL WOOD ST
PIZARRO RD
VISTA FUSCO
SOUTHBROOK
CUL DE SAC
CEDARSPRING
FERNBANK
CRESTBROOK
PRINCETON WY
BENNETT
TIMBERLINE WY
BAYES ST
BLOSSOM PARK
HAZELWOOD
DESERT WOOD ST
RIDGE ROUTE DR
PIZARRO RD
CHERRY AVE
SHASTA LAKE RD
FOXBOROUGH WY
SERRANO RD
TONIA AVE
AC
AC
AC
AC
SLURRY SEAL w/BASE REPAIRS AND INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
AC
AC/AC
AC/AC
AC/AC
AC/AC
AC
AC
AC
AC
AC
AC/AC
AC/AC
AC
AC/AC
AC/AC
AC
AC
AC
AC
AC/AC
AC
26,516
18,395
26,829
23,511
9,323
SLURRY SEAL w/BASE REPAIRS AND INLAYS
SLURRY SEAL w/INLAYSCUL DE SAC
WINDWOOD LN
JONATHAN AVE
WILLOW WOOD ST
CUL DE SAC
CUL DE SAC
CUL DE SAC
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYSCORAL WOOD ST
DEBRA ST
BAYES ST
7,154 SLURRY SEAL w/BASE REPAIRS AND INLAYS
SLURRY SEAL w/INLAYS15,504
15,862
12,110
17,908
9,343
35,999
23,488
13,866
14,193
15,579
16,453
16,479
18,188
15,857
18,657
33,879
BLOSSOM PARK ST
WINDING WY
CHERRY AVE
CHERRY AVE
TOLEDO WY
TIMBERLINE WY
CEDARSPRING
BROOKHAVEN
BROOKHAVEN
BROOKHAVEN
PEWTER LN
SLURRY SEAL w/INLAYS
CUL DE SAC
CUL DE SAC
SLURRY SEAL w/BASE REPAIRS AND INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/BASE REPAIRS AND INLAYS
SLURRY SEAL w/INLAYS
HAZELWOOD
WILLIAMSBURG CT
CUL DE SAC
SPRINGWATER
CUL DE SAC
CUL DE SAC
CUL DE SAC
LANTERN LN
FERNBANK
CUL DE SAC
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/BASE REPAIRS AND INLAYS
SLURRY SEAL w/BASE REPAIRS AND INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/BASE REPAIRS AND INLAYS
SLURRY SEAL w/BASE REPAIRS AND INLAYS
SLURRY SEAL w/INLAYS
BROOKMONT
FERNBANK
FOXBOROUGH WY
BAKE LN
AC
AC/AC
AC/AC
C040332 HEATHEROW CIRCLE
C040353 JERONIMO LN
CUL DE SAC
JERONIMO LN (WEST ENTERANCE) SLURRY SEAL w/BASE REPAIRS AND INLAYS A - Arterials, O - Alleyways, R - Residentials
AC - Asphalt Concrete, AC/AC - Asphalt Concrete Overlay of existing Asphalt Concrete 17 of 24 3/14/2025 Item: 6
177
City of Lake Forest
2025 Pavement Management Program Update
Sections Selected for Treatment
Local Network
Sorted by Treatment year
Treatment Area Section
ID
Functional Surface Length
(LF)
Inspected
PCIStreet ID Street Name Beg Location End Location Width (LF) Area (SF) TreatmentYear ID Class Type 2029
2029
2029
2029
2029
2029
2029
2029
2029
2029
2029
2029
2029
2029
2029
2029
2029
2029
2029
2029
2029
2029
2029
2029
2029
2029
2029
2029
2029
2029
2029
2029
2029
2029
2029
2029
2029
2029
2029
2029
2029
2029
2029
2029
2029
2029
2029
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C040353 JERONIMO LN
C040353 JERONIMO LN
C040353 JERONIMO LN
C040353 JERONIMO LN
C040356 JONATHAN AVENUE
C040357 JUBILO PLACE
C040365 KILLY STREET
C040369 LA BRISA ROAD
C040377 LAKE VISTA DRIVE
C040378 LAKEFIELD STREET
C040379 LAKELAND AVENUE
C040379 LAKELAND AVENUE
C040382 LANTERN LANE
C040388 LAUREL WOOD STREET
C040398 LOGANBERRY LANE
C040411 MAMMOTH CIRCLE
C040415 MARYLHURST COURT
C040415 MARYLHURST COURT
C040419 MAZA COURT
C040428 MILES AVENUE
C040432 MINA COURT
C040475 OWENS LAKE CIRCLE
C040482 PANA COURT
C040492 PARTIDO LANE
C040517 PEWTER LANE
C040520 PINE FLAT CIRCLE
C040521 PINO LANE
C040523 PIZARRO ROAD
C040523 PIZARRO ROAD
C040529 PRADO LANE
C040530 PRINCETON WAY
C040536 RADA AVENUE
C040552 REVERE ROAD
C040563 RIVENDELL DRIVE
C040565 ROCHELLE LANE
C040567 ROCKFORD DRIVE
C040571 ROMERA PLACE
C040571 ROMERA PLACE
C040571 ROMERA PLACE
C040574 RUDOLPH CIRCLE
C040577 RUMBLE DRIVE
C040577 RUMBLE DRIVE
C040592 SARAH LANE
020
030
040
050
010
010
010
010
010
010
010
020
010
010
010
010
010
020
010
010
010
010
010
010
010
010
010
010
020
010
010
010
010
010
010
010
010
020
030
010
010
020
010
010
010
020
030
JERONIMO LN (WEST ENTERANCJERONIMO LN (EAST ENTERANCE)
JERONIMO LN (EAST ENTERANCECUL DE SAC
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
AC/AC
AC/AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC/AC
AC
AC/AC
AC/AC
AC/AC
AC/AC
AC
1,205
630
55 36
36 36
36 33
33 37
33 36
37 37
37 33
33 33
33 33
33 42
37 33
33 36
34 33
33 37
33 33
33 36
33 36
37 32
36 33
33 33
32 32
33 32
32 36
36 36
44,381
24,755
2,276
1,736
8,702
84 87
56 92
75 80
74 75
76 69
66 44
76 62
87 83
84 84
66 80
69 75
78 68
80 77
86 88
78 81
88 75
79 75
64 82
79 76
78 68
84 85
81 68
75 78
75 SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/BASE REPAIRS AND INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/BASE REPAIRS AND INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/BASE REPAIRS AND INLAYS
SLURRY SEAL w/BASE REPAIRS AND INLAYS
2" ARHM w/BASE REPAIRS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/BASE REPAIRS AND INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/BASE REPAIRS AND INLAYS
SLURRY SEAL w/INLAYS
JERONIMO RD (WEST)
JERONIMO RD (EAST)
TAMA DR
JERONIMO LN (WEST)
JERONIMO LN (EAST)
DEBRA ST
50 213
915
1,070
259
1,030
445
423
125
390
341
470
1,142
320
425
100
795
485
1,150
115
157
253
652
623
785
860
180
397
198
876
1,910
121
915
260
435
665
157
1,148
210
154
121
690
395
470
MAZA CT ROMERA PL 31,516
40,295
9,522
39,449
16,106
17,312
6,384
14,207
12,866
16,336
46,258
12,633
16,055
5,151
30,246
17,782
39,428
5,171
TOLEDO WY
CAMPO ROJO
SERRANO RD
TOLEDO WY
CUL DE SAC (S)
LAKEFIELD ST
CHAPARRAL LN
JERONIMO RD
PEWTER LN
CHASTER RD
AWLSBURY CT
AWLSBURY CT
CAMPO ROJO
JERONIMO RD
CHERRY AVE
PINE FLAT CIR
VISTA FUSCO
RIDGE ROUTE DR
LOGANBERRY LN
CHASTER RD
EL TORO RD
BLOSSOM PARK ST
PIZARRO RD
CUL DE SAC
LAKELAND AVE
LAKEFIELD ST
CUL DE SAC (N)
HAZELNUT LN
WILLOW WOOD ST
LANTERN LN
WINDING WY
CUL DE SAC (S)
CUL DE SAC (N)
CUL DE SAC
CUL DE SAC
CUL DE SAC
AC
AC/AC
AC/AC
AC
AC/AC
AC/AC
AC/AC
AC
AC
AC
AC
AC/AC
AC
AC/AC
AC
AC
AC/AC
AC
AC
SLURRY SEAL w/INLAYS
SHASTA LAKE RD
CUL DE SAC
COSTA BELLA DR
HAZELNUT LN
OWENS LAKE CIR
JUBILO PL
SLURRY SEAL w/BASE REPAIRS AND INLAYS
SLURRY SEAL w/BASE REPAIRS AND INLAYS
SLURRY SEAL w/BASE REPAIRS AND INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/BASE REPAIRS AND INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/BASE REPAIRS AND INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
4,449
8,791
22,198
22,009
25,539
28,318
5,589
13,790
8,213
31,520
72,372
5,268
33,467
9,148
14,129
21,570
6,504
36,888
8,688
6,470
COSTA BELLA DR
LA BRISA RD
ROMERA PL
LA BRISA RD
ROMERA PL
TOLEDO WY
CHERRY AVE
RUMBLE DR
REVERE RD
CUL DE SAC
PRINCETON WY
STEINWAY CIR
TAMA DR
CHAPEL HILL DR
JERONIMO RD
CUL DE SAC
SLURRY SEAL w/INLAYS
SLURRY SEAL w/BASE REPAIRS AND INLAYS
SLURRY SEAL w/BASE REPAIRS AND INLAYS
SLURRY SEAL w/INLAYSPRINCETON WY
JUBILO PL
CHAPEL HILL DR
PIZARRO RD SLURRY SEAL w/INLAYS
PIZARRO RD
PRADO LN
RUMBLE DR
PRADO LN
VISTA FUSCO
CUL DE SAC
SLURRY SEAL w/BASE REPAIRS AND INLAYS
SLURRY SEAL w/BASE REPAIRS AND INLAYS
SLURRY SEAL w/BASE REPAIRS AND INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/BASE REPAIRS AND INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
AC
AC/AC
AC/AC
AC/AC
AC
AC
AC
CANARD LN MILES AVE
MILES AVE CUL DE SAC
TAMA DR CUL DE SAC
C040595 SCOTT LANE TAMA DR CUL DE SAC 5,175
C040596 SECOND STREET
C040596 SECOND STREET
C040596 SECOND STREET
EL TORO RD
SPRINGWATER
CHERRRY AVE
SPRINGWATER
CHERRY AVE
CUL DE SAC
25,353
13,623
17,052
AC
AC/AC SLURRY SEAL w/INLAYS
A - Arterials, O - Alleyways, R - Residentials
AC - Asphalt Concrete, AC/AC - Asphalt Concrete Overlay of existing Asphalt Concrete 18 of 24 3/14/2025 Item: 6
178
City of Lake Forest
2025 Pavement Management Program Update
Sections Selected for Treatment
Local Network
Sorted by Treatment year
Treatment Area Section
ID
Functional Surface Length
(LF)
Inspected
PCIStreet ID Street Name Beg Location
LOS ALISOS BLVD
End Location
CUL DE SAC
LAKE VISTA DR
QUIET OAK DR (PRIVATE)
SHASTA LAKE RD
WINDING WY
LAKE FOREST DR
LAKE FOREST DR
SHOSHONE DR
RIDGE ROUTE DR
GREENWOOD LN
SILVER SPUR
EL TORO RD
AUBURN DALE
CUL DE SAC
CRYSTAL CIR
SERRANO RD
WINDING WY
CUL DE SAC
CUL DE SAC
SPRINGWATER
GLEN ACRES
Width (LF) Area (SF) TreatmentYear ID Class Type
2029
2029
2029
2029
2029
2029
2029
2029
2029
2029
2029
2029
2029
2029
2029
2029
2029
2029
2029
2029
2029
2029
2029
2029
2029
2029
2029
2029
2029
2029
2029
2029
2029
2029
2029
2029
2029
2029
2029
2029
2029
2029
2029
2029
2029
2030
2030
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
G
G
C040596 SECOND STREET
C040598 SERRANO ROAD
C040598 SERRANO ROAD
C040598 SERRANO ROAD
C040598 SERRANO ROAD
C040598 SERRANO ROAD
C040598 SERRANO ROAD
C040598 SERRANO ROAD
C040598 SERRANO ROAD
C040598 SERRANO ROAD
C040598 SERRANO ROAD
C040598 SERRANO ROAD
C040598 SERRANO ROAD
C040600 SHADY GROVE CIRCLE
C040604 SHASTA LAKE ROAD
C040604 SHASTA LAKE ROAD
C040605 SHAVER LAKE CIRCLE
C040614 SKY DRIVE
040
010
020
030
040
050
060
070
080
090
100
110
120
010
010
020
010
010
010
010
010
010
010
010
010
010
010
020
030
040
050
060
010
010
010
010
010
020
010
010
010
010
010
020
010
010
010
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
AC/AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC/AC
AC
AC/AC
AC/AC
AC/AC
AC/AC
AC/AC
AC
AC
AC
AC/AC
AC
AC
AC/AC
AC/AC
AC/AC
AC/AC
AC/AC
AC
AC
AC/AC
AC
645 37
35 37
37 37
37 37
37 37
36 36
37 36
33 37
37 36
33 33
33 37
33 33
33 36
37 37
37 37
37 37
37 36
32 37
33 33
33 37
33 36
33 37
37 33
37 33
25,564
13,701
40,101
24,145
64,994
18,778
33,884
14,759
30,744
19,667
32,347
27,784
5,128
73 94
89 91
87 83
85 87
78 86
91 75
80 76
84 85
75 77
73 74
82 76
83 81
68 86
70 72
59 81
82 68
82 89
69 76
83 77
79 75
83 74
76 84
78 93
90 SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
TOLEDO WY 370
1,125
686
1,775
530
925
415
846
554
935
765
138
394
260
886
1,002
384
465
249
1,165
485
230
932
105
512
475
995
715
1,050
55 LAKE VISTA DR
QUIET OAK DR (PRIVATE)
SHASTA LAKE RD
WINDING WY
DAYTON DR
DAYTON DR
SHOSHONE DR
RIDGE ROUTE DR
GREENWOOD LN
SILVER SPUR
EL TORO RD
VILLAGE WOOD LN
PINE FLAT CIR
CRYSTAL CIR
CHASTER RD
SECOND ST
BROOKHAVEN
ASHWOOD
SECOND ST
RUMBLE DR
SECOND ST
JONATHAN AVE
VISTA FUSCO
DAYTON DR
SLURRY SEAL w/BASE REPAIRS AND INLAYS
SLURRY SEAL w/BASE REPAIRS AND INLAYS
SLURRY SEAL w/INLAYS15,323
8,735 SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
32,243
36,176
15,895
17,676
8,375
43,576
16,508
8,839
C040621 SOUTHBROOK
C040624 SPRING GLEN
C040625 SPRINGWATER
C040631 STEINWAY CIRCLE
C040632 STELLA COURT
C040647 TAMA DRIVE
RIVENDELL DR
CUL DE SAC
TOLEDO WY
CUL DE SAC
CINNAMON RD
TOLEDO LN (WEST ENTERANCE)
SLURRY SEAL w/INLAYS
31,575
5,083
SLURRY SEAL w/BASE REPAIRS AND INLAYS
SLURRY SEAL w/BASE REPAIRS AND INLAYS
SLURRY SEAL w/INLAYS
C040656 TIA COURT
C040657 TIMBERLINE WAY
C040661 TOLEDO LANE
C040661 TOLEDO LANE
C040661 TOLEDO LANE
C040661 TOLEDO LANE
C040661 TOLEDO LANE
C040661 TOLEDO LANE
C040662 TOLEDO WAY
C040663 TONIA AVENUE
C040691 VILLAGE DRIVE
C040692 VILLAGE WOOD LANE
C040697 VISTA FUSCO
17,719
17,659
36,215
26,184
40,257
1,903
2,345
20,627
9,016
21,989
12,059
33,223
7,369
BAKE LN SLURRY SEAL w/INLAYS
TOLEDO LN (WEST ENTERANCE) TAHOE LN
TAHOE LN
TOLEDO LN (EAST ENTERANCE) CUL DE SAC
TOLEDO WY (WEST)
TOLEDO WY (EAST)
FOXBOROUGH WY
ANTHONY DR
SECOND ST
RIDGE ROUTE DR
PIZARRO RD
COSTA BELLA DR
BLOSSOM PARK ST
FOXBOROUGH WY
FOXBOROUGH WY
DESERT WOOD ST
SHAVER LAKE CIR
MAMMOTH CIR
VILLAGE WOOD LN
SADDLEBACK RANCH RD
MISTY RIDGE LN
SLURRY SEAL w/BASE REPAIRS AND INLAYS
SLURRY SEAL w/BASE REPAIRS AND INLAYS
SLURRY SEAL w/INLAYS
TOLEDO LN (EAST ENTERANCE)
TOLEDO LN (WEST)
TOLEDO LN (EAST)
EL TORO RD
DEBRA ST
CUL DE SAC
WOOD SHADOW LN
COSTA BELLA DR
CUL DE SAC
SERRANO RD
CUL DE SAC
AUBURN DALE WY
LAUREL WOOD ST
MAMMOTH CIR
SERRANO RD
JERONIMO RD
ECHO PASS RD
CUL DE SAC
SLURRY SEAL w/INLAYS
55 SLURRY SEAL w/BASE REPAIRS AND INLAYS
SLURRY SEAL w/INLAYS550
302
555
374
1,040
162
120
518
480
427
245
640
410
144
249
SLURRY SEAL w/INLAYS
AC/AC
AC/AC
AC/AC
AC
SLURRY SEAL w/BASE REPAIRS AND INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYSC040697 VISTA FUSCO
C040704 WAGAR STREET
C040706 WESTOVER CIRCLE
C040713 WILLIAMSBURG COURT
C040715 WILLOW WOOD STREET
C040717 WINDING WAY
C040717 WINDING WAY
C040720 WOOD SHADOW LANE
C040004 ALDER WAY
AC 3,885 SLURRY SEAL w/BASE REPAIRS AND INLAYS
SLURRY SEAL w/INLAYSAC/AC
AC/AC
AC
AC/AC
AC/AC
AC/AC
AC
18,960
18,006
15,296
9,382
22,877
14,805
4,356
SLURRY SEAL w/INLAYS
SLURRY SEAL w/BASE REPAIRS AND INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYSC040011 ALISO VIEW CIRCLE AC 9,379
A - Arterials, O - Alleyways, R - Residentials
AC - Asphalt Concrete, AC/AC - Asphalt Concrete Overlay of existing Asphalt Concrete 19 of 24 3/14/2025 Item: 6
179
City of Lake Forest
2025 Pavement Management Program Update
Sections Selected for Treatment
Local Network
Sorted by Treatment year
Treatment Area Section
ID
Functional Surface Length
(LF)
Inspected
PCIStreet ID Street Name Beg Location End Location
CUL DE SAC
CUL DE SAC
END
Width (LF) Area (SF) TreatmentYear ID Class Type
2030
2030
2030
2030
2030
2030
2030
2030
2030
2030
2030
2030
2030
2030
2030
2030
2030
2030
2030
2030
2030
2030
2030
2030
2030
2030
2030
2030
2030
2030
2030
2030
2030
2030
2030
2030
2030
2030
2030
2030
2030
2030
2030
2030
2030
2030
2030
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
C040089 BIG SPRINGS ROAD
C040114 BROOKHILL ROAD
C040116 BRUSHWOOD LN
C040151 CAMELBACK ROAD
C040161 CANYON VISTA DRIVE
C040173 CEDAR RIDGE ROAD
C040186 CHIMNEY ROCK
C040233 DEFINITION
C040243 DORADO DRIVE
C040243 DORADO DRIVE
C040257 ECHO PASS ROAD
C040266 ELLIPSE
010
010
010
010
010
010
010
010
010
020
010
010
010
020
010
010
010
010
020
010
010
020
030
010
010
010
010
010
010
010
010
010
010
010
010
010
010
010
020
030
040
010
020
030
040
050
060
WILLOW BROOK LN
WILLOW BROOK LN
SHADY RIDGE LN
WILLOW BROOK LN
GLENN RANCH WAY
WILLOW BROOK LN
WILLOW BROOK LN
GLENN RANCH RD
PENDLETON RD
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC/AC
AC/AC
AC
AC
AC
AC
AC
AC
AC/AC
AC/AC
AC/AC
AC
AC/AC
AC
AC
AC
AC
AC
AC
AC/AC
AC
AC
AC
610
594
184
719
988
1,280
591
1,085
1,180
1,045
984
1,320
653
814
292
981
886
1,595
1,539
1,460
1,110
1,740
446
115
110
338
2,192
1,322
709
620
453
669
633
482
144
1,129
978
1,355
1,465
365
1,035
1,025
970
33 33
33 33
37 37
33 60
37 33
34 60
37 37
33 33
33 37
37 40
37 37
37 26
30 33
37 37
33 33
33 33
37 33
37 37
37 36
36 36
36 60
60 60
36 36
36 21,511
20,801
7,059
89 83
82 84
88 82
82 80
90 86
86 69
84 83
90 78
77 84
75 85
85 82
85 73
57 88
85 81
83 82
82 73
85 74
91 84
86 87
83 85
88 91
92 94
88 87
87 SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
CUL DE SAC 24,602
41,604
46,184
21,064
64,375
43,263
36,671
37,236
79,843
23,429
28,823
9,916
33,694
30,837
57,726
56,045
62,588
40,249
64,146
15,849
2,135
SLURRY SEAL w/BASE REPAIRS AND INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/BASE REPAIRS AND INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/BASE REPAIRS AND INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/BASE REPAIRS AND INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/BASE REPAIRS AND INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
SLEEPING OAK DRIVE
SADDLEBACK RANCH RD
CUL DE SAC
ICON
TORRES WY
CUL DE SAC
CUL DE SAC
ICON
RED BLUFF DR
SADDLEBACK RANCH ROAD
MISTY RIDGE LN
CUL DE SAC
CUL DE SAC
VIA CORONA
MALABAR ROAD
DEFINITION
FAWN RIDGE RD
RED BLUFF DR
WILLOW BROOK LN
END
E. CITY LIMITS
CUL DE SAC
HIGHRIDGE
TORRES WY
SYCAMORE GLEN DR
GLENN RANCH RD
JASPER HILL RD
RED BLUFF DR
SHADOW OAK DR
MILLWOOD RD
SYCAMORE GLEN DR
SYCAMORE GLEN DR
VIA CORONA
C040291 FAWN RIDGE ROAD
C040291 FAWN RIDGE ROAD
C040312 GLENN RANCH WAY
C040328 HARVEST VIEW LANE
C040338 HIGHLAND VIEW LANE
C040340 HIGHRIDGE WAY
C040340 HIGHRIDGE WAY
C040345 ICON
C040352 JASPER HILL ROAD
C040352 JASPER HILL ROAD
C040352 JASPER HILL ROAD
C040371 LA QUINTA WAY
C040395 LIVE OAK CANYON ROAD
C040396 LIVE OAK CIRCLE
C040409 MALABAR ROAD
C040429 MILLWOOD ROAD
C040434 MISTY RIDGE LANE
C040436 MODJESKA PEAK LANE
C040449 MOUNTAIN VIEW LANE
C040463 OAKVIEW LANE
C040514 PENDLETON ROAD
C040535 QUIET HILL LANE
C040541 RANCHWOOD WAY
C040544 RED BLUFF DRIVE
C040554 RICHLAND WAY
C040557 RIDGELINE ROAD
C040557 RIDGELINE ROAD
C040557 RIDGELINE ROAD
C040557 RIDGELINE ROAD
C040579 SADDLEBACK RANCH ROAD
C040579 SADDLEBACK RANCH ROAD
C040579 SADDLEBACK RANCH ROAD
C040579 SADDLEBACK RANCH ROAD
C040579 SADDLEBACK RANCH ROAD
C040579 SADDLEBACK RANCH ROAD
ELLIPSE
HARVEST VIEW LN
FAWN RIDGE RD
RED BLUFF DR
MALABAR ROAD
EL TORO RD
SLEEPING OAK DR
SADDLEBACK RANCH ROAD
SADDLEBACK RANCH
GLENN RANCH WY
SHADOW OAK DR
SHADOW OAK DR
SYCAMORE GLEN DR
SADDLEBACK RANCH ROAD
RED BLUFF DR
SADDLEBACK RANCH RD
FAWN RIDGE RD
RIDGELINE RD
EL TORO RD
RICHLAND WY
SADDLEBACK RANCH RD
VISTA MODJESKA
GLENN RANCH RD
MILLWOOD RD
6,576
14,335
81,599
47,106
25,366
21,312
16,024
23,085
22,548
17,493
4,416
40,622
34,581
47,517
51,888
13,213
36,552
60,752
49,294
36,564
30,678
10,372
51,678
HARVEST VIEW LN
CUL DE SAC
CUL DE SAC
CUL DE SAC
CUL DE SAC
HIGHRIDGE WAY
CUL DE SAC
WOODLAND WY
JASPER HILL RD
SYCAMORE GLEN DR
RICHLAND WY
SADDLEBACK RANCH RD
VISTA MODJESKA RD
CITY LIMITS (90' S/ SANTIAGO CYN
MILLWOOD RD
MALABAR RD
FAWN RIDGE RD
SHADY RIDGE LN
ALDER WY
AC/AC
AC
AC
AC
AC
AC
AC
AC
ACMALABAR RD 635
740
320
1,560
FAWN RIDGE RD
SHADY RIDGE LN
ALDER WY
AC
AC
AC/ACRANCHWOOD WY
A - Arterials, O - Alleyways, R - Residentials
AC - Asphalt Concrete, AC/AC - Asphalt Concrete Overlay of existing Asphalt Concrete 20 of 24 3/14/2025 Item: 6
180
City of Lake Forest
2025 Pavement Management Program Update
Sections Selected for Treatment
Local Network
Sorted by Treatment year
Treatment Area Section
ID
Functional Surface Length
(LF)
Inspected
PCIStreet ID Street Name Beg Location
RANCHWOOD WY
SHADOW OAK DR
RICHLAND WY
SANTIAGO PEAK LN
SADDLEBACK RANCH
SHADOW OAK DR
WOODLAND WY S/
RICHLAND WY
ECHO PASS RD
RICHLAND WY
WOODSPRING CIR
RICHLAND WY
DORADO DR
End Location
RIDGELINE RD
Width (LF) Area (SF) TreatmentYear ID Class Type
2030
2030
2030
2030
2030
2030
2030
2030
2030
2030
2030
2030
2030
2030
2030
2030
2030
2030
2030
2030
2030
2030
2030
2030
2030
2030
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
C040579 SADDLEBACK RANCH ROAD
C040591 SANTIAGO PEAK LANE
C040599 SHADOW OAK DRIVE
C040599 SHADOW OAK DRIVE
C040601 SHADY RIDGE LN
C040607 SIERRA PEAK LANE
C040613 SINGING WOOD CIRCLE
C040617 SLEEPING OAK DRIVE
C040646 SYCAMORE GLEN DRIVE
C040646 SYCAMORE GLEN DRIVE
C040646 SYCAMORE GLEN DRIVE
C040653 TERRACE VIEW CIRCLE
C040665 TORRES WAY
070
010
010
020
010
010
010
010
010
020
030
010
010
010
010
010
010
010
010
010
010
020
030
010
020
010
010
010
020
010
010
010
010
020
010
090
100
110
010
010
010
010
010
010
020
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
AC/AC
AC
AC
AC
AC
AC/AC
AC
AC/AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
740 36
33 37
37 37
33 33
37 37
37 37
33 33
37 33
33 33
33 33
33 37
37 37
36 33
33 37
33 33
37 33
37 33
33 40
50 37
37 37
33 37
33 33
37 33
30 30
26,599
14,751
19,843
17,396
27,901
18,243
13,123
42,996
31,499
20,673
21,650
8,387
67 79
91 86
84 81
82 85
80 81
79 70
86 90
84 83
81 77
78 83
80 85
82 89
86 87
89 67
74 91
88 83
80 81
84 85
89 87
80 81
90 82
87 88
85 72
66 SLURRY SEAL w/BASE REPAIRS AND INLAYS
SLURRY SEAL w/INLAYSCUL DE SAC 413
550
490
807
515
315
1,168
870
585
585
210
984
215
440
742
617
269
290
289
625
675
131
495
425
394
118
212
462
151
305
760
165
333
1,185
1,110
820
910
175
351
443
532
358
942
930
605
605
SANTIAGO PEAK LN
GLENN RANCH WY
WILLOW BROOK LN
CUL DE SAC
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
CUL DE SAC SLURRY SEAL w/BASE REPAIRS AND INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/BASE REPAIRS AND INLAYS
SLURRY SEAL w/BASE REPAIRS AND INLAYS
SLURRY SEAL w/BASE REPAIRS AND INLAYS
SLURRY SEAL w/INLAYS
CANYON VISTA DR
RICHLAND WY
WOODSPRING CIR
WOODLAND WY
CUL DE SAC
CUL DE SAC 34,487
7,893
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
C040688 VIA CORONA DORADO DR
VISTA MODJESKA RD
RIDGELINE RD
HIGHRIDGE WY
VISTA PORTOLA RD
VISTA SANTIAGO
VISTA ALISO RD
CUL DE SAC
C040695 VISTA ALISO ROAD
C040698 VISTA MODJESKA ROAD
C040699 VISTA PORTOLA ROAD
C040700 VISTA SADDLEBACK ROAD
C040701 VISTA SANTIAGO ROAD
C040711 WILDWOOD CIRCLE
C040714 WILLOW BROOK LANE
C040714 WILLOW BROOK LANE
C040714 WILLOW BROOK LANE
C040721 WOODLAND WAY
C040721 WOODLAND WAY
C040722 WOODSPRING CIRCLE
C040001 ABRI PLACE
C040002 ALAMITOS
C040002 ALAMITOS
C040007 ALETTE WAY
C040012 ALLEGE COURT
C040016 ALONDA
C040017 ALTAVISTA
C040017 ALTAVISTA
C040018 ALTER
C040019 ALTON PARKWAY
C040019 ALTON PARKWAY
C040019 ALTON PARKWAY
C040024 ANTERO
C040028 ARCELLA CIRCLE
C040032 ARGENTO STREET
C040047 AURORE AVENUE
C040051 AVANCE
C040063 AVIGNON AVENUE
C040063 AVIGNON AVENUE
C040068 BAKE PARKWAY
C040068 BAKE PARKWAY
13,466
26,296
22,851
10,465
9,968
10,783
24,930
24,810
5,518
19,680
14,967
16,208
3,805
VISTA SANTIAGO RD
VISTA MODJESKA RD
VISTA PORTOLA RD
SYCAMORE GLEN DR
CUL DE SAC (S)
BROOKHILL RD
JASPER HILL RD
SYCAMORE GLEN DR
RANCHWOOD WY
SYCAMORE GLEN DR
ENFILDE AVENUE
CUL DE SAC (S)
SANTA RITA
MONSERRAT AVENUE
TOURAINE PLACE
PALOMA
ENTRADA
ENTRADA
LAKE FOREST DR
PORTOLA PARKWAY
BONITA VISTA
MALLORCA
FAIRFIELD
SLURRY SEAL w/INLAYS
SLURRY SEAL w/BASE REPAIRS AND INLAYS
SLURRY SEAL w/BASE REPAIRS AND INLAYS
SLURRY SEAL w/BASE REPAIRS AND INLAYS
SLURRY SEAL w/INLAYS
VISTA MODJESKA RD
CUL DE SAC
BROOKHILL RD
JASPER HILL RD
CUL DE SAC (N)
RANCHWOOD WY
SINGING WOOD CIR
CUL DE SAC
RUE DE FORTUNA
SANTA RITA
CUL DE SAC (N)
RUE DE FORTUNA
CUL DE SAC
CALLE CABRILLO
CUL DE SAC (W)
CUL DE SAC (E)
BURBANK
BONITA VISTA
MALLORCA
ROMANO
PALOMA
CUL DE SAC
PARTERRE AVENUE
HARVE COURT
CUL DE SAC
MONTAUBAN LN
CUL DE SAC
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
AC/AC
AC/AC
AC
9,014
17,427
4,984 SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
AC 13,046
27,983
7,901
13,099
47,282
62,673
30,293
33,620
6,273
12,888
15,768
17,034
12,940
35,249
32,396
22,296
25,254
AC/AC
AC/AC
AC/AC
AC
AC/AC
AC/AC
AC/AC
AC
AC
AC
AC
AC
SLURRY SEAL w/BASE REPAIRS AND INLAYS
SLURRY SEAL w/BASE REPAIRS AND INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/BASE REPAIRS AND INLAYS
SLURRY SEAL w/INLAYSPARTERRE AVENUE
RUE DE VALORE
ENFILDE AVENUE
TOULON AVE
TOULON AVE
MONTAUBAN LN
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
F
F
F
F
AC
AC
AC
AC
180EB PORTOLA PKWY
180WB BURBANK
BURBANK
PORTOLA PKWY SLURRY SEAL w/BASE REPAIRS AND INLAYS
A - Arterials, O - Alleyways, R - Residentials
AC - Asphalt Concrete, AC/AC - Asphalt Concrete Overlay of existing Asphalt Concrete 21 of 24 3/14/2025 Item: 6
181
City of Lake Forest
2025 Pavement Management Program Update
Sections Selected for Treatment
Local Network
Sorted by Treatment year
Treatment Area Section
ID
Functional Surface Length
(LF)
Inspected
PCIStreet ID Street Name Beg Location End Location
RUE DE FORTUNA
Width (LF) Area (SF) TreatmentYear ID Class Type
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
C040068 BAKE PARKWAY
C040068 BAKE PARKWAY
C040068 BAKE PARKWAY
C040068 BAKE PARKWAY
C040070 BALISE LANE
C040071 BALUSTRADE PLACE
C040075 BAROQUE WAY
C040080 BEAULIEU LANE
C040083 BELLVISTA
C040088 BIENVENU DRIVE
C040095 BLANCO
C040095 BLANCO
C040096 BLAZEWOOD
C040096 BLAZEWOOD
C040101 BONITA VISTA
C040121 BURBANK
190EB BURBANK R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
AC/AC
AC/AC
AC/AC
AC/AC
AC
AC
AC
AC
AC
760 29
29 34
24 33
33 37
33 37
33 33
33 37
33 33
40 37
33 33
37 37
33 33
37 35
33 33
33 33
37 33
33 33
37 37
37 33
40 33
40 33
33 33
37 37
33 33
24,343
21,322
37,428
32,790
17,544
32,322
14,945
20,067
34,082
22,378
20,246
23,788
38,865
18,945
35,966
70,261
14,758
6,157
25,884
10,455
37,374
23,384
16,012
43,666
19,336
9,544
24,149
21,364
16,659
27,230
14,145
15,374
33,341
14,008
14,080
20,171
10,761
50,982
33,797
40,068
9,380
74 73
71 75
78 87
78 90
80 83
83 77
84 82
83 84
86 85
90 82
85 83
88 90
76 85
86 84
82 87
82 89
84 90
85 81
86 89
83 88
85 88
92 86
88 82
80 SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
190WB RUE DE FORTUNA
200EB RUE DE FORTUNA
200WB LAKE FOREST DR
BURBANK 760
1,190
1,190
489
886
397
564
886
591
570
635
1,050
510
1,020
1,770
404
161
722
290
975
635
406
1,224
488
238
715
558
448
709
374
380
908
375
382
510
265
1,235
936
970
230
445
415
575
445
125
633
LAKE FOREST DR
RUE DE FORTUNA
CUL DE SAC
CUL DE SAC
PARTERRE AVENUE
CUL DE SAC
CUL DE SAC
CUL DE SAC
ODESSA
010
010
010
010
010
010
010
020
010
020
010
010
010
010
010
010
020
030
010
010
010
010
010
010
010
010
010
010
010
010
010
010
010
010
010
010
010
010
010
020
030
010
010
AURORE AVENUE
CAISSON LANE
PARELLE AVENUE
AVIGNON AVENUE
SALINAS
ENFILDE AVENUE
CUL DE SAC (S)
ODESSA
SLURRY SEAL w/BASE REPAIRS AND INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
AC
AC/AC
AC/AC
AC/AC
AC/AC
AC/AC
AC
AC
AC
AC
AC/AC
AC/AC
AC/AC
AC
AC
AC/AC
AC
AC
AC
AC/AC
AC
AC
AC
AC/AC
AC
AC/AC
AC/AC
AC
AC
AC/AC
AC
AC
AC
AC
AC
AC
AC/AC
AC
CUL DE SAC (N)
VERANO
SLURRY SEAL w/BASE REPAIRS AND INLAYS
SLURRY SEAL w/INLAYSGALEANA
VERANO CUL DE SAC
CUL DE SAC
BAKE PKWY
TORINO DRIVE
CARILLON PLACE
CUL DE SAC
PUERTO NUEVO
ALONDA
CUL DE SAC
CUL DE SAC
TESSERA AVENUE
CUL DE SAC
CUL DE SAC
CALOTTE PLACE
CUL DE SAC
CUL DE SAC
CUL DE SAC
CUL DE SAC
CUL DE SAC
CUL DE SAC
BLAZEWOOD
MONTECILO
SANTA RITA
CUL DE SAC
DESCARTES
CUL DE SAC
DA VINCI
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
ALTON PKWY
LAKE FOREST DR
RUE DE FORTUNA
BALUSTRADE PLACE
TOULON AVENUE
LA PERLA
PUERTO NUEVO
ALONDA
CARILLON PLACE
CELONOVA PLACE
FAIRFIELD
C040124 CABRIOLE
C040125 CAISSON
C040126 CALABRIA LANE
C040130 CALLE CABRILLO
C040130 CALLE CABRILLO
C040130 CALLE CABRILLO
C040148 CALOTTE PLACE
C040149 CAMARIN STREET
C040160 CANTORA
SLURRY SEAL w/BASE REPAIRS AND INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
C040163 CAPRI DEL PADRE
C040165 CARILLON PLACE
C040167 CARRELAGE LANE
C040168 CASA VERDE
C040176 CELONOVA
C040182 CHATRI CIRCLE
C040185 CHEYENNE
C040194 COCA
C040198 CONDESA
C040206 CORONADO
C040207 COROZAL
RUE DE VALORE
ENFILDE AVENUE
DEL PADRE
RUE DE VALORE
ARCELLA CIRCLE
PALOMA
ALONDA
ALTON PKWY.
PALOMA
BLANCO
BLANCOC040214 COZUMEL
C040225 DA VINCI
SLURRY SEAL w/BASE REPAIRS AND INLAYS
SLURRY SEAL w/INLAYSPAULING
MIMOSA
PAULING
ALAMITOS W/
SANTA MARIA
CARRELAGE AVE
FASCIA PL
C040234 DEL PADRE
C040236 DESCARTES
C040265 ELDORADO
C040273 ENCINAL
C040274 ENFILADE AVENUE
C040274 ENFILADE AVENUE
C040274 ENFILADE AVENUE
C040275 ENTRADA
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
CUL DE SAC
SAUCITO
FASCIA PL
ABRI PL
BIENVENU DR
ALTAVISTA
16,248
14,049
22,117
17,360
3,522
ABRI PL
PALOMA SLURRY SEAL w/BASE REPAIRS AND INLAYS
SLURRY SEAL w/INLAYSC040278 ESPALIER TORINO DRIVE CUL DE SAC 25,103 A - Arterials, O - Alleyways, R - Residentials
AC - Asphalt Concrete, AC/AC - Asphalt Concrete Overlay of existing Asphalt Concrete 22 of 24 3/14/2025 Item: 6
182
City of Lake Forest
2025 Pavement Management Program Update
Sections Selected for Treatment
Local Network
Sorted by Treatment year
Treatment Area Section
ID
Functional Surface Length
(LF)
Inspected
PCIStreet ID Street Name Beg Location
RUE DE FORTUNA
LUNETTE AVE
MONTEE PL
LUNETTE AVENUE
RUE DE VALORE
CUL DE SAC (W)
CANTORA
RUE DE FORTUNA
CUL DE SAC (S)
SANTA MARIA
CANTORA
AURORE AVENUE
CUL DE SAC (E)
ROMANO
CALLE CABRILLO
LA PERLA
PORTOLA PKWY
ALTER
BURBANK
TORINO DRIVE
BELLVISTA
BEAULIEU LANE
ENFILDE AVENUE
BELLVISTA
CUL DE SAC (S)
MONTEE PL
AVIGNON AVENUE
CUL DE SAC (S)
SAN ANGELO
RODEO
ESTERNAY DRIVE
PALOMA
ALTON PKWY
CAMARIN STREET
PORTOLA PKWY
VALLECITO
End Location
LUNETTE AVE
MONTEE PL
CUL DE SAC
TAVELLE PLACE
PARELLE AVENUE
CANTORA
CUL DE SAC (E)
ENFILDE AVENUE
SANTA MARIA
CUL DE SAC (N)
CUL DE SAC
CUL DE SAC
ROMANO
CALLE CABRILLO
CUL DE SAC
CUL DE SAC
ALTER
Width (LF) Area (SF) TreatmentYear ID Class Type
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
C040280 ESTERNAY DRIVE
C040280 ESTERNAY DRIVE
C040280 ESTERNAY DRIVE
C040281 ESTRADE PLACE
C040282 EVASE AVENUE
C040284 FAIRFIELD
C040284 FAIRFIELD
C040290 FASCIA PLACE
C040294 FLORES
C040294 FLORES
C040303 GALEANA
C040327 HARVE COURT
C040370 LA PERLA
C040370 LA PERLA
010
020
030
010
010
010
020
010
010
020
010
010
010
020
030
010
250
260
270
010
010
010
010
010
010
020
010
010
020
030
010
010
010
010
020
030
040
050
060
010
010
020
030
010
020
010
010
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
AC
AC
AC
AC
AC
AC/AC
AC/AC
AC
AC
AC
480 37
37 37
37 37
37 33
37 33
33 33
33 33
37 33
33 80
60 60
37 37
33 33
37 33
33 37
37 37
33 37
33 37
37 37
37 37
37 37
33 33
33 33
37 37
33 60
17,802
31,820
9,917
12,936
5,209
19,877
23,676
3,479
14,965
11,284
29,215
11,105
23,680
30,756
21,807
26,658
37,814
42,780
47,354
42,511
38,904
28,976
35,089
14,425
27,631
41,230
8,258
90 85
82 77
90 78
84 92
83 78
84 74
84 84
86 84
99 99
99 83
83 86
86 83
82 86
87 84
82 82
87 81
81 83
85 85
85 84
77 84
89 89
88 85
85 84
86 SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
860
202
387
154
475
665
108
395
270
795
253
660
830
590
738
500
655
785
1,168
1,065
965
1,001
376
755
1,130
243
625
675
330
574
350
265
130
930
875
825
530
576
455
275
755
675
542
646
672
815
SLURRY SEAL w/BASE REPAIRS AND INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/BASE REPAIRS AND INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/BASE REPAIRS AND INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
AC/AC
AC
AC/AC
AC/AC
AC/AC
AC/AC
AC/AC
AC/AC
AC/AC
AC/AC
AC/AC
AC
AC
AC/AC
AC
AC
AC
AC/AC
AC/AC
AC/AC
AC
AC/AC
AC
AC
AC
AC
AC
C040370 LA PERLA
C040373 LA SOLITA
C040376 LAKE FOREST DRIVE
C040376 LAKE FOREST DRIVE
C040376 LAKE FOREST DRIVE
C040405 LUNETTE AVENUE
C040410 MALLORCA
C040414 MARSIELLE WAY
C040417 MASSIER LANE
C040431 MIMOSA
C040438 MONSERRAT AVENUE
C040438 MONSERRAT AVENUE
C040439 MONTAUBAN LANE
C040442 MONTECILO
C040442 MONTECILO
C040442 MONTECILO
C040443 MONTEE AVENUE
C040445 MORELLA
C040464 ODESSA
C040478 PALLAZO CIRCLE
C040481 PALOMA
C040481 PALOMA
C040481 PALOMA
C040481 PALOMA
C040481 PALOMA
C040483 PANDALE
BURBANK
BAKE PKWY
ESTERNAY DRIVE
ALTON PKWY.
CUL DE SAC
CUL DE SAC
PALOMA
MONTEE PL
CUL DE SAC (N)
RUE DE VALORE
SAN ANGELO
RODEO
CUL DE SAC (N)
MONSERRAT AVENUE
CUL DE SAC
BLANCO
CUL DE SAC
VALLECITO
MIMOSA
MORELLA
ENTRADA
ROMANO
CUL DE SAC
BAROQUE WY
ROSETTE LN
CUL DE SAC (N)
ARGENTO ST
BAROQUE WY
CUL DE SAC
DESCARTES
23,921
24,679
13,406
20,060
13,401
9,987
6,854
40,019
32,060
30,254
19,099
20,637
17,091
11,055
28,148
24,556
17,526
24,693
24,142
49,357
MIMOSA
MORELLA
ENTRADA
LA PERLA
CUL DE SAC (S)
BAROQUE WY
ROSETTE LN
CARILLON PL
ARGENTO ST
SAN ANGELO
PORTOLA PKWY
AC
AC
AC/AC
AC
AC
AC
AC
AC
AC/AC
AC
C040489 PARRELL AVENUE
C040489 PARRELL AVENUE
C040489 PARRELL AVENUE
C040491 PARTERRE AVENUE
C040491 PARTERRE AVENUE
C040508 PASTORA
C040509 PAULING
A - Arterials, O - Alleyways, R - Residentials
AC - Asphalt Concrete, AC/AC - Asphalt Concrete Overlay of existing Asphalt Concrete 23 of 24 3/14/2025 Item: 6
183
City of Lake Forest
2025 Pavement Management Program Update
Sections Selected for Treatment
Local Network
Sorted by Treatment year
Treatment Area Section
ID
Functional Surface Length
(LF)
Inspected
PCIStreet ID Street Name Beg Location
DESCARTES
RUE DE FORTUNA
CHEYENNE
RUE DE FORTUNA
VALLECITO
PALOMA
PARRELL AVENUE
BAKE PARKWAY
FASCIA PL
ABRI PL
PIETRA PL
End Location
LAKE FOREST DR
TOULON AVENUE
CALLE CABRILLO
TOULON AVENUE
MONTECILO
LA PERLA
TOURAINE PLACE
FASCIA PL
ABRI PL
PIETRA PL
RIMINI PL
VIAGGIO LN
CELONOVA PLACE
CARILLON PL
AMALFI AVE
MONTAUBAN LN
CELONOVA PL
CUL DE SAC (W)
CUL DE SAC
ENCINAL
Width (LF) Area (SF) TreatmentYear ID Class Type
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
C040509 PAULING 020
010
010
010
010
010
010
010
020
030
040
050
060
010
020
030
040
010
010
010
020
010
010
010
010
010
010
020
010
020
010
010
010
020
030
010
020
010
010
010
010
010
020
010
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC/AC
AC/AC
AC/AC
AC/AC
AC/AC
AC
AC/AC
AC/AC
AC
AC
AC
AC
AC
AC/AC
AC
AC
AC
AC
AC
AC
AC
AC
2,925 40 119,799 89
90 93
91 83
84 80
87 89
92 87
87 94
86 90
87 91
86 81
66 77
83 86
84 85
89 77
86 86
85 83
83 90
89 85
78 88
86 92
83 88
84 86
89 SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
C040519 PIETRA PLACE
C040532 PUERTO NUEVO
C040560 RIMINI PLACE
C040568 RODEO
148
520
144
770
171
397
635
740
745
678
625
892
1,025
750
710
1,065
682
705
240
360
540
400
190
635
310
275
885
665
1,050
542
794
299
595
830
178
820
784
455
280
630
760
606
479
37 37
37 37
37 37
60 60
37 37
37 37
60 60
37 37
33 33
33 33
33 33
33 33
33 33
33 37
37 33
37 37
37 33
33 33
33 33
33 33
37 37
33 5,113
19,260
4,744
28,569
5,675C040570 ROMANO
C040573 ROSETTE LANE
C040575 RUE DE FORTUNA
C040575 RUE DE FORTUNA
C040575 RUE DE FORTUNA
C040575 RUE DE FORTUNA
C040575 RUE DE FORTUNA
C040575 RUE DE FORTUNA
C040576 RUE DE VALORE
C040576 RUE DE VALORE
C040576 RUE DE VALORE
C040576 RUE DE VALORE
C040582 SALINAS
C040584 SAN ANGELO
C040588 SANTA MARIA
C040588 SANTA MARIA
C040589 SANTA RITA
C040593 SAUCITO
C040597 SEDONA
C040606 SIERRA BLANCO
C040649 TAMBOUR PLACE
C040650 TAVELLA PLACE
C040650 TAVELLA PLACE
C040654 TESSERA AVENUE
C040654 TESSERA AVENUE
C040660 TIZMIN
C040664 TORINO DRIVE
C040666 TOULON AVENUE
C040666 TOULON AVENUE
C040666 TOULON AVENUE
C040667 TOURAINE PLACE
C040667 TOURAINE PLACE
C040673 TRESUANCE WAY
C040682 VALLECITO
13,731
37,568
38,927
27,188
24,720
23,832
32,557
61,456
43,966
27,651
38,995
27,081
25,194
8,096
SLURRY SEAL w/BASE REPAIRS AND INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/BASE REPAIRS AND INLAYS
SLURRY SEAL w/BASE REPAIRS AND INLAYS
SLURRY SEAL w/INLAYS
RIMINI PL
VIAGGIO LANE
LAKE FOREST DR
CARILLON PL
AMALFI AVE
MONTAUBAN LN
CUL DE SAC (E)
MONTECILO
ALTON PKWY
ENCINAL
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/BASE REPAIRS AND INLAYS
SLURRY SEAL w/BASE REPAIRS AND INLAYS
SLURRY SEAL w/BASE REPAIRS AND INLAYS
SLURRY SEAL w/INLAYS
FLORES
ALAMITOS
11,008
17,978
14,957
8,248
ALTON PKWY
ENCINAL CUL DE SAC
CUL DE SAC
CUL DE SAC
CUL DE SAC
ESTRADE
CUL DE SAC (N)
CAMARIN ST
CUL DE SAC
CUL DE SAC
ESPALIER PLACE
AVIGNON AVE
RIMINI PL
CUL DE SAC (N)
ROSETTE LN
CUL DE SAC (N)
CUL DE SAC
CUL DE SAC
CUL DE SAC
CUL DE SAC
TESSERA AVE
CUL DE SAC
CUL DE SAC
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
CALLE CABRILLO
ALTON PKWY W/
AURORE AVENUE
CUL DE SAC (S)
ESTRADE
22,887
11,518
10,818
31,989
25,025
37,472
19,734
29,781
13,105
21,579
29,775
6,346
29,625
28,050
17,299
13,041
22,032
27,471
24,688
16,854
VIAGGIO LN
CAMARIN ST
ALTON PKWY
CABRIOLE
CUL DE SAC (S)
AVIGNON AVE
RIMINI PL
ALLEGE CT
ROSETTE LN
ESTERNAY DRIVE
PALOMA
BLAZEWOOD
TOULON AVENUE
RUE DE FORTUNA
TESSERA AVE
MONTEE PLACE
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
C040684 VERANO AC
AC
AC
AC
C040686 VERONA LANE
C040689 VIAGGIO LANE
C040689 VIAGGIO LANE
C040703 VITALE LANE AC
A - Arterials, O - Alleyways, R - Residentials
AC - Asphalt Concrete, AC/AC - Asphalt Concrete Overlay of existing Asphalt Concrete 24 of 24 3/14/2025 Item: 6
184
Appendix 3
Pavement Condition GIS Maps
Item: 6
185
¯
PCI Range
2025 Pavement Management Program Update
Inspected PCI Condition
FIGURE90 - 100 (Very Good)
80 - 89 (Good)
55 - 79 (Fair)
1 in. = 4,583 ft.
1 0 2,300 4,600
ft.36 - 54 (Poor)
0 - 35 (Very Poor)
SOURCE JOB NUMBER
788.05.30
DRAWN
ARocher
DATE
5/23/2025
REVISED
TPunnackal
APPROVED
VJhaLight Gray Canvas Basemap
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Appendix 4
OCTA Pavement Management Plan Agency Submittal
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Lake Forest
Pavement
Management Plan
Prepared by: NCE
Submitted to OCTA: 5-16-2025
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Pavement Management Plan Agency Submittal
Agency Submittal Table of Contents
I. Pavement Management Plan Certification..................................................................................................... 2 II. Executive Summary......................................................................................................................................... 3 III. Background (Optional).................................................................................................................................... 5 IV. Current Pavement Conditions (PCI)................................................................................................................ 6 V. Projected Pavement Conditions (PCI)............................................................................................................. 6 VI. Alternative Funding Levels.............................................................................................................................. 7 Maintain Existing Average Network PCI .......................................................................................................... 7 Improve Average Network PCI......................................................................................................................... 7 VII. Current and Projected Backlog by Year of Pavement Maintenance Needs ................................................... 8 VIII. Centerline Mileage.......................................................................................................................................... 8 IX. Percentage of Network in Each of Five Condition Categories Based on Centerline Miles ............................. 9 X. Reduction in Local Match.............................................................................................................................. 10 XI. Appendix A – Seven-Year Road Maintenance and Rehabilitation Plan Based on Current or Expected Funding Level ................................................................................................................................................ 11 XII. Appendix B – Complete Listing of Current Street Conditions....................................................................... 12 XIII. Appendix C – GIS Digital Data ....................................................................................................................... 13 Introduction ................................................................................................................................................... 13 Structure of GIS Data ..................................................................................................................................... 13 XIV. Appendix D – Quality Assurance/Quality Control Plan................................................................................. 15 Introduction ................................................................................................................................................... 15 Objectives ...................................................................................................................................................... 15 Structure of QA/QC Plan................................................................................................................................ 15 Condition Survey Procedures......................................................................................................................... 16 Accuracy Required for Data Collection.......................................................................................................... 17 Random and Systematic Re-Inspections........................................................................................................ 17 PCI Comparison with Past Surveys................................................................................................................. 18 Inspector’s Qualifications and Experience..................................................................................................... 18 Safety Procedures .......................................................................................................................................... 18 XV. Appendix E – Pavement Management Data Files......................................................................................... 20 XVI. Appendix F -- GIS Maps – Current Conditions (Optional) ............................................................................. 20 P a g e | 1
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Pavement Management Plan Agency Submittal
II. Executive Summary
The City of Lake Forest performs biennial updates of its Pavement Management Plan (PMP) to assist policy makers in making decisions for street maintenance as well as complying with the County of Lake Forest Transportation Authority (OCTA)’s Measure M2 Program. This report summarizes findings from the 2024 PMP Update.
As part of the project, the City’s pavement management database was comprehensively reviewed and updated to align with current Maintenance & Rehabilitation (M&R) practices. Enhancements to the pavement management sections review of all the street segments within the City’s jurisdiction, incorporation of detailed data on street geometry (length, width, and area), construction history, and other critical factors. NCE recalculated the pavement area for each management section across the City’s street network by measuring from pavement edge to edge. This new approach accounts for width variations, medians, cul-de-sacs, turn lanes, gutters, bus pads, and other necessary adjustments—providing more accurate measurements that are particularly beneficial during budget analysis.
Building on these revised mileage figures, the City is responsible for maintaining approximately 163.3 centerline miles of streets, representing a substantial investment of approximately $540.4 million. The street network includes 37.5 centerline miles of MPAH streets and 125.8 centerline miles of local streets. In October 2024, NCE performed a condition survey using automated method for the entire City’s network. Table A below summarizes the network’s Pavement Condition Index (PCI) breakdown by functional classification based on the inspected PCI value.
Table A. Street Network PCI Breakdown
Centerline
Mileage
Percent
Area
Weighted
Average PCI1Functional Class Condition
MPAH
Local
Total
37.5 125.8
163.3
37.7%
62.3%
77 Very Good
Very Good
Very Good
77 100.0% 77
The City of Lake Forest Street Network's 2025 weighted average (by area) PCI is 77. Overall, 27.7 percent of the City’s Street Network area is in “Very Good” condition, 32.4 percent is in “Good” condition, 29.1 percent is in “Fair” condition, 10.2 percent is in “Poor” condition, and 0.6 percent is in “Very Poor” condition.
Per OCTA’s requirements, local agencies must submit alternative funding levels required to maintain and to improve average network PCI. Therefore, the following scenarios were performed for this report.
Scenario 1: City’s Anticipated Budget ($8.7M per year)– The result shows that at the City’s current funding level, the network PCI is projected to remain at 77 by the end of the analysis period. The cost of deferred maintenance1 will increase from $67.5 million to $76.9 million by the end of FY 31/32.
Scenario 2: Maintain PCI at 77 ($8.7M per year)– The result shows that the City will need to spend a total of $54.7 million over 7 years to maintain the network PCI at 77. Additionally, deferred maintenance will increase from $67.5 million to $76.9 million by the end of FY 31/32. 1 Deferred maintenance is a maintenance and activity that was not performed when it should have been or was scheduled to be performed but was delayed to a future period due to the lack of funding.
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Pavement Management Plan Agency Submittal
Scenario 3: Increase PCI to 78 ($9.7M per year)– The result shows that the City will need to spend a total of $59.6 million over 7 years to increase the network PCI to 78. Additionally, deferred maintenance will decrease from $67.5 million to $70.8 million by the end of FY 31/32.
The City’ anticipated budget (Scenario 1) of $54.7 million over 7 years is expected to maintain the network PCI at 77. The City will still be eligible for Measure M2 local matching funds reduction of 10 percent for the next 7 years. In Scenario 2, PCI is maintained at 77 over 7 years as well, with an investment of $54.7 million. Under Scenario 3, PCI would increase from 77 to 78 by the end of FY 31/32 with an investment of $ 59.6 million (approximately $4.9 million more than Scenarios 1 and 2). Scenarios 2 and 3 will also satisfy the OCTA requirements.
NCE recommends that the City consider the following:
1. Pavement Budget - NCE recommends that the City adopt Scenario 3. This will ensure that the City’s PCI is increased 1 point while reducing the deferred maintenance to$70.8 million. It should be noted that this scenario will require the City to increase the funding from $47.8 million to $58.7 million.
2. Additional Funding - To address the gap between the City's existing funding and the recommended scenario, NCE recommends that the City take full advantage of RMRA (SB-1) and actively pursue additional pavement funding sources if feasible.
3. Pavement Maintenance Strategies
a. NCE recommends that the City continue with a well-funded preventive maintenance program, and with rehabilitation projects to improve pavement currently in poor condition. This is necessary to at least maintain the portion of the street network that is in good condition and avoid increasing the deferred maintenance.
4. Inspection Strategies – To continue monitoring the street network and follow OCTA Measure M2 requirements, it is recommended that MPAH streets continue to be inspected every 2 years and residential streets at least once every 6 years. Please note, the City currently inspects the entire MPAH and local streets every 2 years.
5. Maintenance and Rehabilitation (M&R) Decision Tree - It is crucial to review and update the M&R treatment strategies and associated unit costs annually to reflect new construction techniques/ costs so that the budget analysis results can remain reliable and accurate.
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Pavement Management Plan Agency Submittal
III. Background
PMPs are “designed to provide objective information and useful data for analysis so that … managers can make more consistent, cost-effective, and defensible decisions related to the preservation of a pavement network.”2 A PMP is designed to assist cities and counties by answering typical questions such as:
•
•
•
•
•
•
•
•
What does the City’s pavement network consist of in terms of miles and area? What is the current Pavement Condition Index (PCI)3 of the public street pavement network? What are the City’s current maintenance and rehabilitation strategies? How much funding is required to perform all needed M&R treatments over the next several years? How will the condition of the pavement network change over time given existing M&R strategies and funding levels?
How much additional funding is needed to maintain or improve the current pavement condition throughout the network?
2 AASHTO “Guidelines for Pavement Management Systems”. American Association of State Highway and Transportation Officials, Washington DC, July 1990.
3 The weighted average PCI is a result of multiplying the area of each street section by the PCI of that section, totaling the sections together and then dividing by the total of the network areas or functional classification.
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Pavement Management Plan Agency Submittal
IV. Current Pavement Conditions (PCI)
Current Network PCI Current MPAH PCI Current Local PCI
77 77 77
V. Projected Pavement Conditions (PCI)
Should be by projected PCI by year under existing or expected funding levels for next seven fiscal years (“Today” is before June 30, 2024).
Entire NetworkFiscal Year Current Funding MPAH LocalPCI Today 2.20 million
4.50 million
4.50 million
8.70 million
8.70 million
8.70 million
8.70 million
8.70 million
77 77
77 76
75 74
74 74
74 77
77 78
79 80
79 79
79 2025-26
2026-27
2027-28
2028-29
2029-30
2030-31
2031-32
77 78
78 78
78 77
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Pavement Management Plan Agency Submittal
VI. Alternative Funding Levels
Maintain Existing Average Network PCI
Maintain
Funding
Entire NetworkFiscal Year MPAH LocalPCI
Today 2.20 million 77 77
77 76
75 74
74 74
74 77
77 78
79 80
79 79
79 2025-26
2026-27
2027-28
2028-29
2029-30
2030-31
2031-32
4.50 million
4.50 million
8.70 million
8.70 million
8.70 million
8.70 million
8.70 million
77 78
78 78
78 77
77 Improve Average Network PCI
Entire Network
PCIFiscal Year Current Funding MPAH Local
Today 2.20 million
4.50 million
4.50 million
9.70 million
9.70 million
9.60 million
9.70 million
9.70 million
77 77
78 78
78 78
78 78
77 77
76 76
75 75
75 75
77 77
79 79
80 80
79 79
2025-26
2026-27
2027-28
2028-29
2029-30
2030-31
2031-32
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Pavement Management Plan Agency Submittal
VII. Current and Projected Backlog by Year of Pavement Maintenance Needs
Current FundingFiscal Year Maintain PCI Backlog Increase PCI BacklogBacklog Current
2025-26
2026-27
2027-28
2028-29
2029-30
2030-31
2031-32
67.50 million 67.50 million
60.83 million
62.93 million
66.77 million
66.64 million
67.19 million
70.83 million
76.88 million
67.50 million
60.83 million
62.93 million
65.77 million
64.61 million
64.10 million
66.64 million
70.78 million
60.83 million
62.93 million
66.77 million
66.64 million
67.19 million
70.83 million
76.88 million
VIII. Centerline Mileage
Entire Pavement Network MPAH
37.5 Local Roads
163.3 125.8
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Pavement Management Plan Agency Submittal
IX. Percentage of Network in Each of Five Condition Categories Based on Centerline Miles
Percent
Area of
Total
Percent
Centerline
Mileage of
Network
Area of
Pavement
(sf)
Centerline
Mileage of
Network
Condition
Category PCI Range Network
Pavement
MPAH 11.1%
16.6%
4,484,937 11.5
32.7 Very Good
Good
86-100
75-85
60-74
41-59
0-40
27.1%
35.0%
27.2%
10.1%
0.7%
Local 6,680,429
3,663,894MPAH
Local
9.1% 9.0
23.3% 48.19,400,050
5,672,380
6,066,814
MPAH
Local
14.1%
15.1%
14.6 29.8
Fair
MPAH
Local
3.4%
6.7%
1,375,645
2,713,409
2.4 Poor
14.1 MPAH
Local
0.0%
0.6%
0 0.0
1.1 Very Poor
227,287
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Pavement Management Plan Agency Submittal
X. Reduction in Local Match
A local agency match reduction of 10% of the eligible cost for Project O submitted for consideration of funding through the Comprehensive Transportation Funding Programs (CTFP) call for projects is available if the local agency either:
a. Shows measurable improvement of paved road conditions during the previous reporting period defined as an overall weighted (by area) average system improvement of one Pavement Condition Index (PCI) point with no reduction in the overall weighted (by area) average PCI in the Master Plan of Arterial Highways (MPAH) or local street categories;
or
b. Have road pavement conditions during the previous reporting period, within the highest 20% of the scale for road pavement conditions in conformance with OCTA Ordinance No. 3, defined as a PCI of 75 or higher, otherwise defined as in “good condition”.
The City’s PCI meets the requirements as noted in the preceding paragraph (b) by keeping the network within the highest 20% of the scale for road pavement conditions in conformance with OCTA Ordinance No. 3, with the overall network showing PCI of 75 or greater. The City will therefore be eligible for the 10 percent reduction in local matching fund requirements.
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Pavement Management Plan Agency Submittal
XI. Appendix A – Seven-Year Road Maintenance and Rehabilitation Plan Based on Current or Expected Funding Level and Maintenance of Current System PCIs
The seven-year plan for road maintenance and rehabilitation should be based on current and projected budget.
Street sections selected for treatment should be identified here. Specific data to be submitted should follow the format below:
MPAH
Limits of Work
Length of
Segment
Width of
Segment
Pavement
Area
Type of
Treatment
Cost of
Treatment
Year of
TreatmentStreet Name From To
LOCAL
Limits of Work
Length of
Segment
Width of
Segment
Pavement
Area
Type of
Treatment
Cost of
Treatment
Year of
TreatmentStreet Name From To
Please attach the seven-year road maintenance and rehabilitation plan, following the above template, after this sheet. The plan should be labeled Appendix A.
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Appendix A-1
Seven-Year Work Plan for MPAH Network
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Appendix A Sorted by Treatment Year
Seven-Year Road Maintenance and Rehabilitation Plan based on City's Current Funding MPAH
MPAH
Limits of Work
Length of
Segment
Width of
Segment
Pavement
AreaStreet Name From To Type of Treatment Cost of Treatment Year of Treatment
EL TORO ROAD
EL TORO ROAD
EL TORO ROAD
EL TORO ROAD
EL TORO ROAD
EL TORO ROAD
EL TORO ROAD
EL TORO ROAD
PORTOLA PARKWAY
PORTOLA PARKWAY
RANCHO PARKWAY SOUTH
BAKE PARKWAY
BAKE PARKWAY
BAKE PARKWAY
BAKE PARKWAY
BAKE PARKWAY
BAKE PARKWAY
BAKE PARKWAY
BAKE PARKWAY
BAKE PARKWAY
BAKE PARKWAY
ALTON PARKWAY
BAKE PARKWAY
BAKE PARKWAY
BAKE PARKWAY
BAKE PARKWAY
EL TORO ROAD
JERONIMO RD
PINO LN
PINO LN
PINO LN 1,510
1,510
620
48 48
48 48
48 48
48 48
32 32
33 42
36 33
33 33
33 33
33 33
33 42
42 42
33 33
45 45
36 36
42 42
37 37
37 42
33 45
48 42
32 40
42 33
45 36
33 22
36 50
73,765 2" ARHM w/BASE REPAIRS
72,953 2" ARHM w/BASE REPAIRS
30,285 2" ARHM w/BASE REPAIRS
29,115 2" ARHM w/BASE REPAIRS
62,135 2" ARHM w/BASE REPAIRS
60,678 2" ARHM w/BASE REPAIRS
56,924 2" ARHM w/BASE REPAIRS
48,191 2" ARHM w/BASE REPAIRS
81,449 SLURRY SEAL w/INLAYS
35,793 SLURRY SEAL w/INLAYS
83,503 SLURRY SEAL w/INLAYS
51,469 2" ARHM w/BASE REPAIRS
48,088 2" ARHM w/BASE REPAIRS
34,715 2" ARHM w/BASE REPAIRS
38,200 2" ARHM w/BASE REPAIRS
34,070 2" ARHM w/BASE REPAIRS
31,162 2" ARHM w/BASE REPAIRS
45,743 2" ARHM w/BASE REPAIRS
43,469 2" ARHM w/BASE REPAIRS
46,077 2" ARHM w/BASE REPAIRS
40,580 2" ARHM w/BASE REPAIRS
15,537 2" ARHM w/BASE REPAIRS
56,943 2" ARHM w/BASE REPAIRS
47,043 2" ARHM w/BASE REPAIRS
55,806 2" ARHM w/BASE REPAIRS
47,678 2" ARHM w/BASE REPAIRS
32,165 2" ARHM w/BASE REPAIRS
35,750 2" ARHM w/BASE REPAIRS
45,328 2" ARHM w/BASE REPAIRS
44,420 2" ARHM w/BASE REPAIRS
74,537 2" ARHM w/BASE REPAIRS
71,290 2" ARHM w/BASE REPAIRS
27,558 2" ARHM w/BASE REPAIRS
20,717 2" ARHM w/BASE REPAIRS
23,144 2" ARHM w/BASE REPAIRS
54,488 2" ARHM w/BASE REPAIRS
58,574 2" ARHM w/BASE REPAIRS
45,455 2" ARHM w/BASE REPAIRS
71,499 2" ARHM w/BASE REPAIRS
70,475 2" ARHM w/BASE REPAIRS
22,819 2" ARHM w/BASE REPAIRS
48,736 2" ARHM w/BASE REPAIRS
11,421 2" ARHM w/BASE REPAIRS
46,722 2" ARHM w/BASE REPAIRS
48,835 2" ARHM w/BASE REPAIRS
62,603 2" ARHM w/BASE REPAIRS
71,365 2" ARHM w/BASE REPAIRS
13,827 2" ARHM w/BASE REPAIRS
45,095 2" ARHM w/BASE REPAIRS
40,184 2" ARHM w/BASE REPAIRS
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
393,413
389,083
161,520
155,280
331,387
323,616
303,595
257,019
67,874
2025
2025
2025
2025
2025
2025
2025
2025
2025
2025
2025
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2027
2027
2027
2027
2027
2027
2027
2027
2027
2027
2027
2027
2027
2027
2028
2028
2028
2028
2028
2028
2028
2029
2029
2029
2029
2029
2029
2029
2029
JERONIMO RD
TOLEDO WY
PINO LN
SERRANO RD
TOLEDO WY
TRABUCO RD
SERRANO RD
PALOMA
PALOMA
SUNFLOWER
SOUTH POINTE DR
ARTISTS WY
CAPITAL DR
SOUTH POINTE DR
NORTH POINTE DR
CAPITAL DR
CRESCENT BAY DR
NORTH POINTE DR
COMMERCENTRE DR
CRESCENT BAY DR
COMMERCENTRE DR
CALLE ENTRADA
TRABUCO RD
BAFFIN BAY DR
DIMENSION DR
CORNELIUS DR
CORNELIUS DR
JERONIMO RD
ATSF RR BRIDGE
OVERLAKE DR
JERONIMO RD
CHINOOK DR
OLD TRABUCO
TRABUCO RD
TOWNE CENTRE DR S
COMMERCENTRE DR
ROCKFIELD BLVD
GLENMEADOWS DR
OVERLAKE DR
TOLEDO WY
TOLEDO WY
SERRANO RD
SERRANO RD
TRABUCO RD
ALTON PKWY
NORTH END
BAKE PKWY
ARTISTS WY
620
1,270
1,270
1,045
1,045
2,075
960
2,450
1,215
1,266
1,080
1,110
975
29,828
69,586
282,736
264,163
190,701
209,845
187,158
171,183
251,282
238,790
253,116
222,919
93,405
342,328
282,812
335,493
286,629
193,368
214,921
272,501
267,043
448,099
428,579
165,672
124,546
139,136
337,396
362,697
281,463
442,730
436,390
141,298
301,779
72,842
SOUTH POINTE DR
SOUTH POINTE DR
CAPITAL DR
CAPITAL DR
NORTH POINTE DR
NORTH POINTE DR
CRESCENT BAY DR
CRESCENT BAY DR
COMMERCENTRE DR
W. CITY LIMITS
TOLEDO WY
CALLE ENTRADA
COMMERCENTRE DR
ORCHARD RD
980
1,295
1,295
1,260
1,260
360
1,270
960
1,625
1,340
730RAYMOND WY
EL TORO ROAD
EL TORO ROAD
EL TORO ROAD
MUIRLANDS BLVD
ATSF RR BRIDGE
JERONIMO RD
MUIRLANDS BLVD
OVERLAKE DR
TRABUCO RD
TRABUCO RD
OLD TRABUCO
CATALINA
BAFFIN BAY DR
BRIDGER RD
NORMANDALE DR
JERONIMO RD
RANCHO PKWY
EL TORO RD
COMMERCENTRE DR
DIMENSION DR
RAYMOND WY
MUIRLANDS BLVD
MARGUERITE PKWY
LIVE OAK CANYON RD
LAKE FOREST TOWN CTR
CHINOOK DR
695
1,125
1,125
1,650
1,580
625
445
445
975
1,625
860
1,510
1,580
745
1,010
255
1,340
950
1,520
1,990
605
LAKE FOREST DRIVE
LAKE FOREST DRIVE
LAKE FOREST DRIVE
LAKE FOREST DRIVE
LAKE FOREST DRIVE
ALTON PARKWAY
BAKE PARKWAY
EL TORO ROAD
EL TORO ROAD
LAKE FOREST DRIVE
LAKE FOREST DRIVE
SANTA MARGARITA PKWY
ALTON PARKWAY
BAKE PARKWAY
EL TORO ROAD
EL TORO ROAD
EL TORO ROAD
EL TORO ROAD
LAKE FOREST DRIVE
LAKE FOREST DRIVE
CA-241 SB OFF RAMP
S. CITY LIMITS
S. CITY LIMITS
ORCHARD RD
ARBOR WY
ATSF RR BRIDGE
PHEASANT RUN
RIDGELINE RD
ASPAN ST
TRABUCO RD
297,987
311,464
399,275
455,158
88,187
1,090
625
259,414
256,289
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Appendix A Sorted by Treatment Year
Seven-Year Road Maintenance and Rehabilitation Plan based on City's Current Funding MPAH
MPAH
Limits of Work
Length of
Segment
Width of
Segment
Pavement
AreaStreet Name From To Type of Treatment Cost of Treatment Year of Treatment
LAKE FOREST DRIVE
LAKE FOREST DRIVE
LAKE FOREST DRIVE
LAKE FOREST DRIVE
LAKE FOREST DRIVE
PORTOLA PARKWAY
SANTIAGO CANYON ROAD
SANTIAGO CANYON ROAD
SANTIAGO CANYON ROAD
TOLEDO WAY
TOLEDO WAY
TOLEDO WAY
ALTON PARKWAY
BAKE PARKWAY
BAKE PARKWAY
DIMENSION
DIMENSION DR
REGENCY LN
CA-241 SB OFF RAMP
TOWNE CENTRE DR
MARKET PL
LIVE OAK CANYON RD
950' N/ LIVE OAK CANYON RD
MODJESKA GRADE RD
KILLY ST
VINTAGE WOODS RD
REGENCY LN
VISTA TERRACE
RANCHO PKWY
CA-241 NB ON RAMP
BAKE PWKY
CITY LIMITS 950' N/ LIVE OAK CANYON
LIVE OAK CANYON RD
200' N/ FALCON ST
RIDGE ROUTE DR
LAKE FOREST DR
BAKE PKWY
2,310
910
1,240
745
475
1,230
950
33 33
33 32
33 42
22 22
22 30
30 30
42 33
33 42
42 22
33 33
33 30
42 54
42 32
32 30
30 30
30 30
40 30
30 30
40 42
42 42
45 48
48 22
33 33
36 30
32 32
81,396 2" ARHM w/BASE REPAIRS
34,817 2" ARHM w/BASE REPAIRS
41,723 2" ARHM w/BASE REPAIRS
29,354 2" ARHM w/BASE REPAIRS
16,584 2" ARHM w/BASE REPAIRS
57,652 2" ARHM w/BASE REPAIRS
21,318 2" ARHM w/BASE REPAIRS
24,502 2" ARHM w/BASE REPAIRS
76,915 2" ARHM w/BASE REPAIRS
53,170 2" ARHM w/BASE REPAIRS
42,449 2" ARHM w/BASE REPAIRS
47,326 2" ARHM w/BASE REPAIRS
79,081 2" ARHM w/BASE REPAIRS
40,547 2" ARHM w/BASE REPAIRS
36,355 2" ARHM w/BASE REPAIRS
34,971 2" ARHM w/BASE REPAIRS
72,329 2" ARHM w/BASE REPAIRS
19,751 2" ARHM w/BASE REPAIRS
58,758 2" ARHM w/BASE REPAIRS
59,117 2" ARHM w/BASE REPAIRS
31,795 2" ARHM w/BASE REPAIRS
43,852 2" ARHM w/BASE REPAIRS
38,743 2" ARHM w/BASE REPAIRS
43,646 2" ARHM w/BASE REPAIRS
50,525 2" ARHM w/BASE REPAIRS
21,669 2" ARHM w/BASE REPAIRS
35,822 2" ARHM w/BASE REPAIRS
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
519,134
208,996
240,016
187,216
105,771
331,649
135,964
156,271
442,461
305,866
244,192
272,248
468,569
240,248
215,410
229,732
428,562
129,749
385,994
388,353
196,582
288,073
229,559
258,610
299,370
142,348
235,323
39,562
166,652
263,688
253,598
228,303
70,678
162,818
257,870
53,824
292,852
250,114
281,935
294,174
278,284
624,604
451,610
174,476
334,336
338,227
206,886
33,128
2029
2029
2029
2029
2029
2029
2029
2029
2029
2029
2029
2029
2030
2030
2030
2030
2030
2030
2030
2030
2030
2030
2030
2030
2030
2030
2030
2030
2030
2030
2030
2030
2030
2030
2030
2030
2030
2030
2030
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
950
3,050
1,665
1,435
1,715
1,780
945
TIMBERLAND WAY
SERRANO RD
CATALINA MONARCH
TOWNE CENTRE DR
RANCHO PKWY
RANCHO PKWY
TOWNE CENTRE DR
ALISO CREEK BRIDGE
GLENMEADOWS DR
RIDGELINE RD
FERNLEAF DR
PITTSFORD DR
REGENCY LN
ROCKFIELD BLVD
RANCHO PKWY
PVMNT CHNGE (S/ CA-241 SB RAMPS) RANCHO PKWY
LAKE FOREST DR
HERMANA CIR
LAKE FOREST DR
TUNNEL 250' E/ OVERLAKE DR
TUNNEL 250' E/ OVERLAKE BLVD
COSTA BELLA DR
TOLEDO WY
SERRANO RD
CITY LIMITS (210' NW/ CENTRE DR) CENTRE DR
EL TORO RD
RIDGE ROUTE DR
LAKE FOREST DR
EL TORO RD
RIDGE ROUTE DR
RED RIVER DR
TOWNE CENTRE DR S
ARBOR WY
ALISO PARK DR
NORMANDALE DR
945
755EL TORO ROAD
EL TORO ROAD
EL TORO ROAD
NORTHCREST
SANTA MARGARITA PKWY
CITY LIMITS 1025' W/ RIDGELINE RD
PITTSFORD DR
FERNLEAF DR
DIMENSION DR
1,385
1,055
1,756
1,756
910
1,530
740
740
935
580
1,070
250
805
1,415
1,415
1,295
245
1,025
1,665
395
1,250
1,005
930
LAKE FOREST DRIVE
LAKE FOREST DRIVE
LAKE FOREST DRIVE
LOS ALISOS BOULEVARD
PORTOLA PARKWAY
PORTOLA PARKWAY
PORTOLA PARKWAY
RANCHO PARKWAY
RANCHO PARKWAY
RIDGE ROUTE DRIVE
RIDGE ROUTE DRIVE
RIDGE ROUTE DRIVE
RIDGE ROUTE DRIVE
RIDGE ROUTE DRIVE
ROCKFIELD BOULEVARD
ROCKFIELD BOULEVARD
TOLEDO WAY
TOLEDO WAY
TRABUCO ROAD
TRABUCO ROAD
TRABUCO ROAD
ALTON PARKWAY
EL TORO ROAD
EL TORO ROAD
EL TORO ROAD
EL TORO ROAD
W. CITY LIMITS
PVMNT CHNGE (S/ CA-241 SB RAMPS)
PAULING
WINDROW DR
CORRIDOR CENTER
OVERLAKE DR
JERONIMO RD
TOLEDO WY
6,677 2" ARHM w/BASE REPAIRS
28,126 2" ARHM w/BASE REPAIRS
44,503 2" ARHM w/BASE REPAIRS
42,800 2" ARHM w/BASE REPAIRS
38,531 2" ARHM w/BASE REPAIRS
10,759 2" ARHM w/BASE REPAIRS
27,479 2" ARHM w/BASE REPAIRS
43,521 2" ARHM w/BASE REPAIRS
COSTA BELLA DR
TOLEDO WY
CAVANAUGH RD
KILLY ST
LAKEFIELD ST
RIMHURST DR
RED RIVER DR
LAKE FOREST DR
CATALINA
ROCKFIELD BLVD
TRABUCO RD
SUMMERWOOD WY
9,084 2" ARHM w/BASE REPAIRS
49,425 2" ARHM w/BASE REPAIRS
42,212 2" ARHM w/BASE REPAIRS
45,600 2" ARHM w/BASE REPAIRS
48,202 2" ARHM w/BASE REPAIRS
41,128 2" ARHM w/BASE REPAIRS
92,311 2" ARHM w/BASE REPAIRS
66,744 2" ARHM w/BASE REPAIRS
25,786 2" ARHM w/BASE REPAIRS
49,412 2" ARHM w/BASE REPAIRS
49,987 2" ARHM w/BASE REPAIRS
30,576 2" ARHM w/BASE REPAIRS
975
825
1,945
1,355
1,055
1,455
1,455
825
195
2,075
960
CITY LIMITS 1025' W/ RIDGELINE RD RIDGELINE RD
LAKE FOREST DRIVE
LAKE FOREST DRIVE
LAKE FOREST DRIVE
LOS ALISOS BOULEVARD
PORTOLA PARKWAY
PORTOLA PARKWAY
PITTSFORD DR
VINTAGE WOODS RD
TOWNE CENTRE DR
ROCKFIELD BLVD
PALOMA
VINTAGE WOODS RD
PITTSFORD DR
PORTOLA PKWY
CITY LIMITS (195' E/ ROCKFIELD BLVD)
ALTON PKWY
4,896 2" ARHM w/BASE REPAIRS
79,002 2" ARHM w/BASE REPAIRS
34,702 2" ARHM w/BASE REPAIRS
534,551
234,804PALOMA NORTH END
2 of 3
Item: 6
202
Appendix A Sorted by Treatment Year
Seven-Year Road Maintenance and Rehabilitation Plan based on City's Current Funding MPAH
MPAH
Limits of Work
Length of
Segment
Width of
Segment
Pavement
AreaStreet Name From To Type of Treatment Cost of Treatment Year of Treatment
RANCHO PARKWAY
RANCHO PARKWAY
RANCHO PARKWAY
ROCKFIELD BOULEVARD
SANTIAGO CANYON RD
SANTIAGO CANYON RD
PORTOLA PKWY CENTRAL PARK WAY
HERMANA CIR
CENTRAL PARK WAY
LAKE FOREST DR
CITY LIMITS
795
969
960
660
840
840
33 33
33 40
22 22
29,856 2" ARHM w/BASE REPAIRS
33,349 2" ARHM w/BASE REPAIRS
36,365 2" ARHM w/BASE REPAIRS
28,274 2" ARHM w/BASE REPAIRS
22,242 2" ARHM w/BASE REPAIRS
28,502 2" ARHM w/BASE REPAIRS
$
$
$
$
$
$
202,015
225,649
221,933
191,310
150,496
192,853
2031
2031
2031
2031
2031
2031
CENTRAL PARK WAY
HERMANA CIR
CENTRE DR
200' N/ FALCON ST
CITY LIMITS 200' N/ FALCON ST
3 of 3
Item: 6
203
Appendix A-2
Seven-Year Work Plan for Local Network
Item: 6
204
Appendix A Sorted by Treatment Year
Seven-Year Road Maintenance and Rehabilitation Plan based on City's Current Funding Local
Local
Limits of Work
Length of
Segment
Width of
Segment
Pavement
AreaStreet Name From To Type of Treatment Cost of Treatment Year of Treatment
ASPENWOOD
ASPENWOOD
ELDERWOOD
ELDERWOOD
CUL DE SAC 225
225
230
230
545
545
235
235
178
178
480
480
920
920
465
465
170
170
108
108
380
380
382
382
380
33 33
33 33
33 33
33 33
33 33
33 33
33 33
33 33
33 33
55 55
40 40
33 33
33 33
33 37
37 40
40 40
40 40
40 60
60 26
26 24
24 33
33 33
37 37
33 33
33 33
10,989 2" MILL AND OVERLAY
10,989 2" MILL AND OVERLAY
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
58,608
58,608
49,749
49,749
103,360
103,360
51,429
51,429
42,037
42,037
95,600
95,600
157,147
157,147
79,739
79,739
40,053
40,053
32,581
32,581
90,885
90,885
85,424
85,424
76,229
76,229
8,515
33,701
33,701
54,993
43,036
26,645
26,645
59,620
59,620
100,586
100,586
10,120
10,120
8,269
2025
2025
2025
2025
2025
2025
2025
2025
2025
2025
2025
2025
2025
2025
2025
2025
2025
2025
2025
2025
2025
2025
2025
2025
2025
2025
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
CUL DE SAC
CUL DE SAC
CUL DE SAC
CUL DE SAC
CUL DE SAC
CUL DE SAC
CUL DE SAC
CUL DE SAC
CUL DE SAC
CUL DE SAC
CUL DE SAC
CALLE PRADERA
CALLE PRADERA
PASEO TRANQUILO
PASEO TRANQUILO
CUL DE SAC
CUL DE SAC
CUL DE SAC
CUL DE SAC
CUL DE SAC
CUL DE SAC
CUL DE SAC
AVENIDA AMBIENTE
AVENIDA AMBIENTE
AVENIDA MANANTIAL
AVENIDA MANANTIAL
AVENIDA NARCISO
AVENIDA NARCISO
CALLE GRUTA
CALLE GRUTA
CALLE MADERA
CALLE MADERA
CALLE SENDERO
CALLE SENDERO
CALLE SENDERO
CALLE SENDERO
CLIFDEN COURT
CLIFDEN COURT
KERRY COURT
KERRY COURT
NORTH SEA CIRCLE
NORTH SEA CIRCLE
PASEO NOGAL
PASEO NOGAL
PASEO ROBLE
PASEO ROBLE
ALMONDWOOD
ANTIBES
PASEO ARBOLEDA
PASEO ARBOLEDA
PASEO ARBOLEDA
PASEO ARBOLEDA
PASEO TRANQUILO
PASEO TRANQUILO
CALLE MADERA
CALLE MADERA
CALLE HORIZONTE
CALLE HORIZONTE
PASEO ARBOLEDA
PASEO ARBOLEDA
CALLE PRADERA
CALLE PRADERA
KENMARE DR NE/
KENMARE DR NE/
WICKLOW LN
9,328
9,328
2" MILL AND OVERLAY
2" MILL AND OVERLAY
19,380 2" MILL AND OVERLAY
19,380 2" MILL AND OVERLAY
9,643
9,643
7,882
7,882
2" MILL AND OVERLAY
2" MILL AND OVERLAY
2" MILL AND OVERLAY
2" MILL AND OVERLAY
17,925 2" MILL AND OVERLAY
17,925 2" MILL AND OVERLAY
29,465 2" MILL AND OVERLAY
29,465 2" MILL AND OVERLAY
14,951 2" MILL AND OVERLAY
14,951 2" MILL AND OVERLAY
7,510
7,510
6,109
6,109
2" MILL AND OVERLAY
2" MILL AND OVERLAY
2" MILL AND OVERLAY
2" MILL AND OVERLAYWICKLOW LN
ATLANTIC OCEAN DR
ATLANTIC OCEAN DR
PASEO CIPRES
PASEO CIPRES
PASEO CIPRES
17,041 2" MILL AND OVERLAY
17,041 2" MILL AND OVERLAY
16,017 2" MILL AND OVERLAY
16,017 2" MILL AND OVERLAY
14,293 2" MILL AND OVERLAY
14,293 2" MILL AND OVERLAY
CUL DE SAC
CUL DE SAC
CUL DE SAC
CUL DE SAC
CUL DE SAC
CUL DE SAC
PASEO CIPRES
ELDERWOOD
380
210 9,920 SLURRY SEAL w/INLAYS
TOWNE CENTER DR
TOWNE CENTER DR
CRESCENT BAY DRIVE
COMMERCENTRE DRIVE
BISCAYNE BAY DR
BISCAYNE BAY DR
BAFFIN BAY DR
1,040
1,040
1,580
1,215
730
39,263 SLURRY SEAL w/INLAYS
39,263 SLURRY SEAL w/INLAYS
64,069 SLURRY SEAL w/INLAYS
50,139 SLURRY SEAL w/INLAYS
31,043 SLURRY SEAL w/INLAYS
31,043 SLURRY SEAL w/INLAYS
69,460 SLURRY SEAL w/INLAYS
69,460 SLURRY SEAL w/INLAYS
117,187 SLURRY SEAL w/INLAYS
117,187 SLURRY SEAL w/INLAYS
11,790 SLURRY SEAL w/INLAYS
11,790 SLURRY SEAL w/INLAYS
ANTIBES
ARCTIC OCEAN DRIVE
ARCTIC OCEAN DRIVE
ATLANTIC OCEAN DRIVE
ATLANTIC OCEAN DRIVE
ATLANTIC OCEAN DRIVE
ATLANTIC OCEAN DRIVE
AUTO CENTER DRIVE
AUTO CENTER DRIVE
AUTO CENTER DRIVE
AUTO CENTER DRIVE
AUTO CENTER DRIVE
AUTO CENTER DRIVE
AUTUMNWOOD
AUTUMNWOOD
AVENIDA ALBERCON
AVENIDA AMAPOLA
AVENIDA AMAPOLA
AVENIDA BANCAL
AVENIDA BANCAL
AVENIDA FLORESTA
AVENIDA LIBRE
COMMERCENTRE DR
COOKES BAY DRIVE
BAFFIN BAY DR
BAFFIN BAY DR
DIMENSION DR
DIMENSION DR
TOWNE CENTRE DR
TOWNE CENTRE DR
PORTOLA PKWY
PORTOLA PKWY
AUTO CENTER DR
AUTO CENTER DR
FORESTWOOD
FORESTWOOD
CUL DE SAC
730
1,755
1,755
1,865
1,865
405
405
405
405
380
380
425
1,035
1,035
380
380
345
505
BAFFIN BAY DR
TOWNE CENTRE DR
TOWNE CENTRE DR
AUTO CENTER DR
AUTO CENTER DR
PORTOLA PKWY
PORTOLA PKWY
PALMWOOD
PALMWOOD
PASEO EQUESTRE
PASEO CIPRES
9,634
9,634
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS 8,269
12,711 SLURRY SEAL w/INLAYS
12,711 SLURRY SEAL w/INLAYS
16,183 SLURRY SEAL w/INLAYS
37,015 SLURRY SEAL w/INLAYS
37,015 SLURRY SEAL w/INLAYS
14,538 SLURRY SEAL w/INLAYS
14,538 SLURRY SEAL w/INLAYS
13,728 SLURRY SEAL w/INLAYS
23,039 SLURRY SEAL w/INLAYS
10,910
10,910
13,890
31,771
31,771
12,478
12,478
11,783
19,775
PASEO ABETO
PASEO ABETO
CUL DE SAC
CUL DE SAC
CUL DE SAC
PASEO CIPRES
PASEO SOMBRA
PASEO SOMBRA
PASEO EQUESTRE
PASEO VEREDA CUL DE SAC
1 of 23
Item: 6
205
Appendix A Sorted by Treatment Year
Seven-Year Road Maintenance and Rehabilitation Plan based on City's Current Funding Local
Local
Limits of Work
Length of
Segment
Width of
Segment
Pavement
AreaStreet Name From To Type of Treatment Cost of Treatment Year of Treatment
AVENIDA NUBES
AVENIDA PLANCIE
AVENIDA PLANCIE
BAFFIN BAY DRIVE
BAFFIN BAY DRIVE
BAFFIN BAY DRIVE
BAKER RANCH ROAD
BIRENDA
PASEO VENDAVAL CUL DE SAC
CUL DE SAC
CUL DE SAC
ATLANTIC OCEAN DRIVE
ATLANTIC OCEAN DRIVE
CUL DE SAC
CUL DE SAC
MONISHA
MONISHA
CUL DE SAC
CUL DE SAC
CUL DE SAC
CUL DE SAC
CUL DE SAC
CUL DE SAC
CUL DE SAC
CUL DE SAC
CALLE OLIVIA
CALLE OLIVIA
CUL DE SAC
CUL DE SAC
CUL DE SAC
CUL DE SAC
CUL DE SAC
PASEO EQUESTRE
PASEO EQUESTRE
CUL DE SAC
CUL DE SAC
CUL DE SAC
EMERALD COURT SOUTH ENTERANCE
EMERALD COURT SOUTH ENTERANCE
396
312
312
320
320
345
199
250
250
370
370
486
486
198
198
425
825
375
375
198
420
420
442
125
340
340
225
695
298
1,930
1,930
1,075
1,075
1,170
1,170
940
940
860
860
565
565
340
340
338
156
470
1,965
940
345
345
33 33
33 40
40 60
60 37
37 33
33 33
33 33
33 33
33 33
33 33
33 33
33 36
33 33
33 33
37 33
33 33
33 33
33 37
37 48
48 40
40 33
33 40
33 60
60 60
33 33
15,198 SLURRY SEAL w/INLAYS
11,930 SLURRY SEAL w/INLAYS
11,930 SLURRY SEAL w/INLAYS
13,485 SLURRY SEAL w/INLAYS
13,485 SLURRY SEAL w/INLAYS
20,248 SLURRY SEAL w/INLAYS
12,096 SLURRY SEAL w/INLAYS
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
13,045
10,240
10,240
11,575
11,575
17,380
10,382
7,861
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
PASEO TRANQUILO
PASEO TRANQUILO
BAKE PARKWAY
BAKE PARKWAY
BAKE PARKWAY
TOWNE CENTRE DR
CANADA RD
CANADA RD
PASEO OLMA
PASEO OLMA
PASEO TRANQUILO
PASEO TRANQUILO
PASEO ARBOLEDA
PASEO ARBOLEDA
PASEO EQUESTRE
CALLE VIENTOS
CALLE SENDERO
CALLE SENDERO
AVENIDA PLANICIE
PASEO TRANQUILO
PASEO TRANQUILO
PASEO SOMBRA
PASEO EQUESTRE
CALLE DEL LAGO
CALLE DEL LAGO
PASEO VENDAVAL
PASEO VEREDA
PASEO SOMBRA
LAKE FOREST DR
LAKE FOREST DR
9,159
9,159
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYSBIRENDA 7,861
CALLE ALONDRA
CALLE ALONDRA
CALLE ARENAL
CALLE ARENAL
CALLE BALSA
CALLE BALSA
CALLE CAMINATA
CALLE CELESTE
CALLE DEL LAGO
CALLE DEL LAGO
CALLE FLORERA
CALLE HORIZONTE
CALLE HORIZONTE
CALLE MATORRAL
CALLE OCASO
13,972 SLURRY SEAL w/INLAYS
13,972 SLURRY SEAL w/INLAYS
19,936 SLURRY SEAL w/INLAYS
19,936 SLURRY SEAL w/INLAYS
11,993
11,993
17,112
17,112
7,0708,237
8,237
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS 7,070
16,534 SLURRY SEAL w/INLAYS
28,693 SLURRY SEAL w/INLAYS
12,903 SLURRY SEAL w/INLAYS
12,903 SLURRY SEAL w/INLAYS
14,192
24,628
11,075
11,075
7,171
13,152
13,152
15,366
5,012
11,172
11,172
7,820
22,109
8,971
53,265
53,265
28,156
28,156
31,438
31,438
27,196
27,196
32,909
32,909
20,932
20,932
11,520
11,520
12,078
3,911
8,354 SLURRY SEAL w/INLAYS
15,323 SLURRY SEAL w/INLAYS
15,323 SLURRY SEAL w/INLAYS
17,902 SLURRY SEAL w/INLAYS
5,839 SLURRY SEAL w/INLAYS
CALLE OLIVIA
CALLE OLIVIA
CALLE RECREO
13,016 SLURRY SEAL w/INLAYS
13,016 SLURRY SEAL w/INLAYS
9,111 SLURRY SEAL w/INLAYS
CALLE VECINDAD
CALLE VIENTOS
CANADA ROAD
CANADA ROAD
CANADA ROAD
CANADA ROAD
CANADA ROAD
CANADA ROAD
CANADA ROAD
CANADA ROAD
CANADA ROAD
CANADA ROAD
CANADA ROAD
CANADA ROAD
CANARY COURT
CANARY COURT
CAPITAL DRIVE
CAVAN LANE
25,758 SLURRY SEAL w/INLAYS
10,452 SLURRY SEAL w/INLAYS
62,056 SLURRY SEAL w/INLAYS
62,056 SLURRY SEAL w/INLAYS
32,803 SLURRY SEAL w/INLAYS
32,803 SLURRY SEAL w/INLAYS
36,627 SLURRY SEAL w/INLAYS
36,627 SLURRY SEAL w/INLAYS
31,685 SLURRY SEAL w/INLAYS
31,685 SLURRY SEAL w/INLAYS
38,341 SLURRY SEAL w/INLAYS
38,341 SLURRY SEAL w/INLAYS
24,387 SLURRY SEAL w/INLAYS
24,387 SLURRY SEAL w/INLAYS
13,421 SLURRY SEAL w/INLAYS
13,421 SLURRY SEAL w/INLAYS
14,072 SLURRY SEAL w/INLAYS
EMERALD COURT SOUTH ENTERANCE EMERALD COURT NORTH ENTERANCE
EMERALD COURT SOUTH ENTERANCE EMERALD COURT NORTH ENTERANCE
EMERALD COURT NORTH ENTERANCE BIRENDRA
EMERALD COURT NORTH ENTERANCE BIRENDRA
BIRENDRA SERRANO CT
SERRANO CT
DIMENSION DR
DIMENSION DR
CUL DE SAC
CUL DE SAC
CUL DE SAC
CUL DE SAC
EMPIRE DR
DUNDEE DR
CIVIC CENTER DR
BISCAYNE BAY DR
BAKE PKWY
CUL DE SAC
CUL DE SAC
BIRENDRA
SERRANO CT
SERRANO CT
DIMENSION DR
DIMENSION DR
SKYLARK DR E/
SKYLARK DR E/
BAKE PKWY
GALWAY DR 4,557 SLURRY SEAL w/INLAYS
COMMERCENTRE DRIVE
COMMERCENTRE DRIVE
COMMERCENTRE DRIVE
CONNEMARA COURT
CONNEMARA COURT
DIMENSION DR
CIVIC CENTER DR
BISCAYNE BAY DR
KIRKWALL LN
KIRKWALL LN
27,694 SLURRY SEAL w/INLAYS
117,938 SLURRY SEAL w/INLAYS
55,889 SLURRY SEAL w/INLAYS
13,438 SLURRY SEAL w/INLAYS
13,438 SLURRY SEAL w/INLAYS
23,771
101,230
47,971
11,534
11,534
2 of 23
Item: 6
206
Appendix A Sorted by Treatment Year
Seven-Year Road Maintenance and Rehabilitation Plan based on City's Current Funding Local
Local
Limits of Work
Length of
Segment
Width of
Segment
Pavement
AreaStreet Name From To Type of Treatment Cost of Treatment Year of Treatment COOK
COOK
TOWNE CENTRE DR WRIGHT
WRIGHT
ARCTIC OCEAN DRIVE
BAKE PARKWAY
BAKE PARKWAY
CANADA RD
LAKE FOREST DR
SERRANO CREEK BRIDGE
CANADA RD
COMMERCENTRE DR
SERRANO CREEK BRIDGE
BAKE PKWY
COMMERCENTRE DR
MONARCH BLVD
CUL DE SAC
MC INTOSH LN
MC INTOSH LN
FALKIRK LN
780
780
225
1,335
1,335
1,085
1,085
725
725
885
885
1,055
1,055
960
755
345
345
556
556
565
465
705
705
1,085
310
310
201
201
920
920
865
865
385
385
815
815
900
182
282
282
605
605
270
270
735
735
940
940
197
197
40 40
40 40
40 33
33 33
33 33
33 33
33 36
33 33
33 33
33 33
33 33
33 40
33 33
33 33
33 33
33 33
40 40
33 33
33 33
40 40
33 33
33 33
33 33
33 33
33 33
31,070 SLURRY SEAL w/INLAYS
31,070 SLURRY SEAL w/INLAYS
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
26,668
26,668
8,342
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
TOWNE CENTRE DR
BAKE PARKWAY
ARCTIC OCEAN DRIVE
ARCTIC OCEAN DRIVE
LAKE FOREST DR
CANADA RD
COOKS BAY DRIVE
CRESCENT BAY DRIVE
CRESCENT BAY DRIVE
DIMENSION DRIVE
DIMENSION DRIVE
DIMENSION DRIVE
DIMENSION DRIVE
DIMENSION DRIVE
DIMENSION DRIVE
DIMENSION DRIVE
DIMENSION DRIVE
DIMENSION DRIVE
DONEGAL LANE
DUNBAR DRIVE
DUNBAR DRIVE
DUNDEE DRIVE
DUNDEE DRIVE
DUNDEE DRIVE
ELDERWOOD
ELDERWOOD
ELDERWOOD
EMPIRE DRIVE
EMYVALE CT
EMYVALE CT
ERIN COURT
ERIN COURT
FALKIRK LANE
9,719 SLURRY SEAL w/INLAYS
53,258 SLURRY SEAL w/INLAYS
53,258 SLURRY SEAL w/INLAYS
35,876 SLURRY SEAL w/INLAYS
38,607 SLURRY SEAL w/INLAYS
26,600 SLURRY SEAL w/INLAYS
27,111 SLURRY SEAL w/INLAYS
33,736 SLURRY SEAL w/INLAYS
28,776 SLURRY SEAL w/INLAYS
36,130 SLURRY SEAL w/INLAYS
39,210 SLURRY SEAL w/INLAYS
43,839 SLURRY SEAL w/INLAYS
27,319 SLURRY SEAL w/INLAYS
11,934 SLURRY SEAL w/INLAYS
11,934 SLURRY SEAL w/INLAYS
17,884 SLURRY SEAL w/INLAYS
17,884 SLURRY SEAL w/INLAYS
19,544 SLURRY SEAL w/INLAYS
14,842 SLURRY SEAL w/INLAYS
22,504 SLURRY SEAL w/INLAYS
22,504 SLURRY SEAL w/INLAYS
43,511 SLURRY SEAL w/INLAYS
12,382 SLURRY SEAL w/INLAYS
12,382 SLURRY SEAL w/INLAYS
45,713
45,713
30,794
33,138
22,832
23,270
28,957
24,699
31,012
33,655
37,628
23,449
10,243
10,243
15,350
15,350
16,775
12,739
19,316
19,316
37,347
10,628
10,628
7,777
CANADA RD
SERRANO CREEK BRIDGE
SERRANO CREEK BRIDGE
COMMERCENTRE DR
COMMERCENTRE DR
BAKE PKWY
BAKE PKWY
GALWAY DR
STONEHAVEN LN
STONEHAVEN LN
STONE HAVEN LN
STONE HAVEN LN
FALKIRK LN
ALMONDWOOD
POPLARWOOD
POPLARWOOD
CAPITAL DR
KIRKWALL LN
KIRKWALL LN
KIRKWALL LN SE/
KIRKWALL LN SE/
DUNDEE DR
FALKIRK LN
CUL DE SAC
POPLARWOOD
ASPENWOOD
ASPENWOOD
NORTH POINTE DR
CUL DE SAC
CUL DE SAC
CUL DE SAC
CUL DE SAC
PITTFORD
PITTFORD
VALEWOOD
VALEWOOD
CUL DE SAC
CUL DE SAC
VALEWOOD
VALEWOOD
STERLING DR
CUL DE SAC
CUL DE SAC
CUL DE SAC
GALWAY DR
GALWAY DR
TIPPERARY LN
TIPPERARY LN
DONEGAL LN
DONEGAL LN
PITTSFORD DR
PITTSFORD DR
KINSALE DR
9,060
9,060
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS 7,777
29,056 SLURRY SEAL w/INLAYS
29,056 SLURRY SEAL w/INLAYS
28,040 SLURRY SEAL w/INLAYS
28,040 SLURRY SEAL w/INLAYS
17,129 SLURRY SEAL w/INLAYS
17,129 SLURRY SEAL w/INLAYS
26,321 SLURRY SEAL w/INLAYS
26,321 SLURRY SEAL w/INLAYS
30,118 SLURRY SEAL w/INLAYS
24,940
24,940
24,068
24,068
14,702
14,702
22,592
22,592
25,851
6,710
11,234
11,234
16,666
16,666
9,249
FALKIRK LANE
FALLENWOOD
FALLENWOOD
FOREST RIDGE DRIVE
FOREST RIDGE DRIVE
FORESTWOOD
DUNDEE DR
AUTUMNWOOD
AUTUMNWOOD
LAKE FOREST DR
LAKE FOREST DR
AUTUMNWOOD
AUTUMNWOOD
DONEGAL LN
FORESTWOOD
GALWAY DRIVE
GROVESIDE LANE
JAMES BAY CIRCLE
JAMES BAY CIRCLE
KENMARE DRIVE
KENMARE DRIVE
KILLARNEY DRIVE
KILLARNEY DRIVE
KINSALE DRIVE
KINSALE DRIVE
KIRKWALL LN
TREELINE LN 7,817 SLURRY SEAL w/INLAYS
ATLANTIC OCEAN DRIVE
ATLANTIC OCEAN DRIVE
DONEGAL LN
DONEGAL LN
WICKLOW LN
WICKLOW LN
GALWAY DR
GALWAY DR
DUNDEE DR
13,088 SLURRY SEAL w/INLAYS
13,088 SLURRY SEAL w/INLAYS
19,417 SLURRY SEAL w/INLAYS
19,417 SLURRY SEAL w/INLAYS
10,775 SLURRY SEAL w/INLAYS
10,775 SLURRY SEAL w/INLAYS
24,397 SLURRY SEAL w/INLAYS
24,397 SLURRY SEAL w/INLAYS
30,020 SLURRY SEAL w/INLAYS
30,020 SLURRY SEAL w/INLAYS
9,249
20,941
20,941
25,767
25,767
5,490
KIRKWALL LN
LIMERICK LN
LIMERICK LN
DUNDEE DR
STERLING DR
STERLING DR
6,396
6,396
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYSKINSALE DR 5,490
3 of 23
Item: 6
207
Appendix A Sorted by Treatment Year
Seven-Year Road Maintenance and Rehabilitation Plan based on City's Current Funding Local
Local
Limits of Work
Length of
Segment
Width of
Segment
Pavement
AreaStreet Name From To Type of Treatment Cost of Treatment Year of Treatment
LINEAR LANE
MAJORCA
DIMENSION DR
SHARMILA
TOWNE CENTRE DR
DUNDEE DR
CUL DE SAC 615
200
725
380
466
200
205
772
225
230
325
742
742
276
432
843
575
1,395
332
650
650
515
515
976
976
1,090
1,090
795
310
625
625
580
580
705
705
590
590
435
1,040
1,010
355
355
555
555
98 41
33 60
37 37
33 33
37 33
40 40
33 33
40 36
36 32
42 33
37 37
37 37
37 37
37 37
48 33
40 40
33 33
37 37
33 33
37 37
33 33
33 37
37 37
36 36
36 36
36 26,698 SLURRY SEAL w/INLAYS
8,831 SLURRY SEAL w/INLAYS
40,998 SLURRY SEAL w/INLAYS
13,384 SLURRY SEAL w/INLAYS
17,019 SLURRY SEAL w/INLAYS
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
22,916
7,580
35,190
11,488
14,608
7,177
7,300
27,377
8,616
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
CUL DE SAC
PORTOLA PKWY
MCNATT CT
PITTSFORD DR
CUL DE SAC
CUL DE SAC
CUL DE SAC
CUL DE SAC
EMPIRE DR
SPECTRUM POINTE DR
CUL DE SAC (N)
CUL DE SAC (N)
CUL DE SAC
TREESHADE LN
SKYBIRD LN
CUL DE SAC
BAKE PKWY
CUL DE SAC
ARBORWOOD
ARBORWOOD
AUTUMNWOOD
AUTUMNWOOD
WISTERIA
MARKET PLACE
MC INTOSH LANE
MC INTOSH LANE
MC KENNA COURT
MC NATT COURT
MONISHA
NIGHTENGALE COURT
NORTH POINTE DRIVE
NORTH POINTE DRIVE
OLD TRABUCO ROAD
OLD TRABUCO ROAD
OLEN DRIVE
ORCHARD RIM LANE
ORCHARD RIM LANE
ORCHARD RIM LANE
ORCHARD ROAD
OWL COURT
PALMWOOD
PALMWOOD
PALMWOOD
PALMWOOD
PALMWOOD
PALMWOOD
PALMWOOD
PALMWOOD
MCNATT CT
MC INTOSH LN
MC INTOSH CT
SHARMILA
SKYLARK DR
BAKE PKWY
8,362
8,505
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
31,895 SLURRY SEAL w/INLAYS
10,038 SLURRY SEAL w/INLAYS
8,840 SLURRY SEAL w/INLAYS 7,588
BAKE PKWY 12,506 SLURRY SEAL w/INLAYS
26,358 SLURRY SEAL w/INLAYS
26,358 SLURRY SEAL w/INLAYS
11,791 SLURRY SEAL w/INLAYS
16,271 SLURRY SEAL w/INLAYS
29,467 SLURRY SEAL w/INLAYS
20,019 SLURRY SEAL w/INLAYS
56,510 SLURRY SEAL w/INLAYS
12,987 SLURRY SEAL w/INLAYS
23,293 SLURRY SEAL w/INLAYS
23,293 SLURRY SEAL w/INLAYS
18,608 SLURRY SEAL w/INLAYS
18,608 SLURRY SEAL w/INLAYS
34,385 SLURRY SEAL w/INLAYS
34,385 SLURRY SEAL w/INLAYS
38,577 SLURRY SEAL w/INLAYS
38,577 SLURRY SEAL w/INLAYS
39,608 SLURRY SEAL w/INLAYS
12,418 SLURRY SEAL w/INLAYS
26,572 SLURRY SEAL w/INLAYS
26,572 SLURRY SEAL w/INLAYS
20,831 SLURRY SEAL w/INLAYS
20,831 SLURRY SEAL w/INLAYS
25,056 SLURRY SEAL w/INLAYS
25,056 SLURRY SEAL w/INLAYS
20,168 SLURRY SEAL w/INLAYS
20,168 SLURRY SEAL w/INLAYS
15,284 SLURRY SEAL w/INLAYS
38,122 SLURRY SEAL w/INLAYS
32,804 SLURRY SEAL w/INLAYS
12,191 SLURRY SEAL w/INLAYS
12,191 SLURRY SEAL w/INLAYS
20,863 SLURRY SEAL w/INLAYS
20,863 SLURRY SEAL w/INLAYS
10,734
22,624
22,624
10,121
13,966
25,293
17,183
48,504
11,147
19,993
19,993
15,972
15,972
29,514
29,514
33,112
33,112
33,997
10,659
22,808
22,808
17,880
17,880
21,506
21,506
17,311
17,311
13,119
32,721
28,157
10,464
10,464
17,907
17,907
4,420
LAKE FOREST DR
LAKE FOREST DR
SPECTRUM POINTE DR
TREELINE LN
TREESHADE LN
SKYBIRD LN
RANCHO PKWY SOUTH
SKYLARK DR SE/
PEACHWOOD DR (S)
PEACHWOOD DR (S)
ARBORWOOD
ARBORWOOD
AUTMNWOOD
AUTMNWOOD
WISTERIA
WISTERIA
PEACHWOOD DR (N)
PEACHWOOD DR (N)
PORTOLA PARKWAY
CUL DE SAC
CUL DE SAC
CUL DE SAC
AVENIDA AMAPOLA
AVENIDA AMAPOLA
AVENIDA AMBIENTE
AVENIDA AMBIENTE
CALLE SENDERO
CALLE SENDERO
PASEO ROBLE
PASEO TRANQUILO
PASEO TRANQUILO
CALLE OLIVIA
CALLE OLIVIA
PASEO ABETO
PASEO ABETO
CUL DE SAC
PASEO VEREDA
AVENIDA BANCAL
PASEO CIPRES
PASEO EQUESTRE
PASEO EQUESTRE
WISTERIA
ANTIBES
SKYLARK DR
DIMENSION DR
DIMENSION DR
PASEO OLMA
PALOMA
PARROT COURT
PASCAL WAY
PASCAL WAY
PASEO ABETO
PASEO ABETO PASEO OLMA
PASEO ARBOLEDA
PASEO ARBOLEDA
PASEO ARBOLEDA
PASEO ARBOLEDA
PASEO CIPRES
PASEO TRANQUILO
PASEO TRANQUILO
AVENIDA AMBIENTE
AVENIDA AMBIENTE
PASEO SOMBRA
PASEO ROBLE
CALLE CAMINATA
PASEO TRANQUILO
PASEO TRANQUILO
PASEO CIPRES
PASEO CIPRES
PASEO CIPRES
TRABUCO RD
PASEO CIPRES
PASEO EQUESTRE
PASEO EQUESTRE
PASEO EQUESTRE
PASEO OLMA
PASEO OLMA
PASEO PINO
PASEO SOMBRA
PASEO SOMBRA
PASEO SOMBRA
PASEO TRANQUILO
PASEO TRANQUILO
5,150 SLURRY SEAL w/INLAYS
1,025
880
585
735
735
34,723 SLURRY SEAL w/INLAYS
30,784 SLURRY SEAL w/INLAYS
21,776 SLURRY SEAL w/INLAYS
25,589 SLURRY SEAL w/INLAYS
25,589 SLURRY SEAL w/INLAYS
29,804
26,423
18,691
21,964
21,964
PASEO VEREDA
AVENIDA BANCAL
CALLE ARENAL
CALLE ARENAL
4 of 23
Item: 6
208
Appendix A Sorted by Treatment Year
Seven-Year Road Maintenance and Rehabilitation Plan based on City's Current Funding Local
Local
Limits of Work
Length of
Segment
Width of
Segment
Pavement
AreaStreet Name From To Type of Treatment Cost of Treatment Year of Treatment
PASEO TRANQUILO
PASEO TRANQUILO
PASEO VENDAVAL
PASEO VENDAVAL
PASEO VENDAVAL
PASEO VENDAVAL
PASEO VERDURA
PASEO VEREDA
PASEO VEREDA
PASEO VEREDA
PEACHWOOD
PEACHWOOD
PEACHWOOD
PEACHWOOD
PEACHWOOD
PITTSFORD DRIVE
PITTSFORD DRIVE
POPLARWOOD
POPLARWOOD
PRISM
PASEO EQUESTRE PASEO CIPRES
PASEO CIPRES
645
645
105
65 36
36 30
68 33
33 33
37 37
33 60
60 60
60 60
37 37
33 33
40 40
33 33
33 33
37 25
33 33
33 40
30 30
30 30
30 30
30 30
33 33
33 37
37 37
37 37
37 33
33 23,304 SLURRY SEAL w/INLAYS
23,304 SLURRY SEAL w/INLAYS
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
20,003
20,003
4,204
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
PASEO EQUESTRE
PASEO VENDAVAL
PASEO VENDAVAL
PASEO SOMBRA
AVENIDA NUBES
PASEO SOMBRA
PASEO VEREDA
PASEO VEREDA
AVENIDA LIBRE
TRABUCO RD
PALMWOOD DR (S)
TAMARISK (S)
TAMARISK (S)
PALMWOOD DR (N)
KIRKWALL LN
KIRKWALL LN
ELDERWOOD
ELDERWOOD
DIMENSION DR
DIMENSION DR
KIRKWALL LN
KIRKWALL LN
KIRKWALL LN
CUL DE SAC (E/ PASEO SOMBRA)
CUL DE SAC (W/ AVENIDA NUBES)
AVENIDA NUBES
PASEO TRANQUILO
CUL DE SAC
AVENIDA LIBRE
AVENIDA LIBRE
CALLE CAMINATA
PALMWOOD DR (S)
TAMARISK (S)
PALMWOOD (N)
PALMWOOD (N)
TAMARISK (N)
MC INTOSH LN
MC INTOSH LN
CUL DE SAC
CUL DE SAC
CUL DE SAC
CUL DE SAC
CUL DE SAC
CUL DE SAC
CUL DE SAC
CUL DE SAC
CUL DE SAC (N)
CUL DE SAC
4,898
3,621
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS 3,108
1,410
398
610
565
565
685
885
950
1,215
1,215
420
390
390
235
235
715
715
255
255
255
255
1,020
405
755
755
645
552
740
740
405
405
1,325
1,325
593
593
368
368
148
490
490
596
596
220
220
610
610
46,080 SLURRY SEAL w/INLAYS
12,193 SLURRY SEAL w/INLAYS
24,186 SLURRY SEAL w/INLAYS
20,237 SLURRY SEAL w/INLAYS
20,237 SLURRY SEAL w/INLAYS
23,805 SLURRY SEAL w/INLAYS
51,477 SLURRY SEAL w/INLAYS
56,057 SLURRY SEAL w/INLAYS
71,628 SLURRY SEAL w/INLAYS
71,628 SLURRY SEAL w/INLAYS
21,677 SLURRY SEAL w/INLAYS
14,821 SLURRY SEAL w/INLAYS
14,821 SLURRY SEAL w/INLAYS
39,552
10,466
20,760
17,370
17,370
20,433
44,184
48,116
61,481
61,481
18,606
12,721
12,721
8,3399,715
9,715
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS 8,339
30,489 SLURRY SEAL w/INLAYS
30,489 SLURRY SEAL w/INLAYS
26,170
26,170
15,876
15,876
15,876
15,876
33,206
11,632
21,239
21,239
18,703
18,728
20,955
20,955
10,406
10,406
34,468
34,468
15,880
15,880
11,315
11,315
5,636
PRISM
ROSCOMMON COURT
ROSCOMMON COURT
ROSCOMMON COURT
ROSCOMMON COURT
SHARMILA
SKYBIRD LANE
SKYLARK DRIVE
SKYLARK DRIVE
SKYLARK DRIVE
SOUTH POINTE DRIVE
SPECTRUM POINTE DRIVE
SPECTRUM POINTE DRIVE
SPECTRUM POINTE DRIVE
SPECTRUM POINTE DRIVE
SPECTRUM POINTE DRIVE
SPECTRUM POINTE DRIVE
SPECTRUM POINTE DRIVE
SPECTRUM POINTE DRIVE
SPRUCEWOOD
SPRUCEWOOD
STARLING COURT
STERLING DR
STERLING DR
STERLING DR
10,671 SLURRY SEAL w/BASE REPAIRS AND INLAYS
10,671 SLURRY SEAL w/BASE REPAIRS AND INLAYS
10,671 SLURRY SEAL w/BASE REPAIRS AND INLAYS
10,671 SLURRY SEAL w/BASE REPAIRS AND INLAYS
38,687 SLURRY SEAL w/INLAYS
13,552 SLURRY SEAL w/INLAYS
24,745 SLURRY SEAL w/INLAYS
24,745 SLURRY SEAL w/INLAYS
21,790 SLURRY SEAL w/INLAYS
21,819 SLURRY SEAL w/INLAYS
24,414 SLURRY SEAL w/INLAYS
24,414 SLURRY SEAL w/INLAYS
12,123 SLURRY SEAL w/INLAYS
12,123 SLURRY SEAL w/INLAYS
40,157 SLURRY SEAL w/INLAYS
40,157 SLURRY SEAL w/INLAYS
18,501 SLURRY SEAL w/INLAYS
KIRKWALL LN
SOUTH END
ORCHARD RIM LN
LAKE FOREST DR
LAKE FOREST DR
PARROT CT
PARROT CT
PARROT CT
NIGHTENGALE CT
SPECTRUM POINTE DR
SOUTH POINTE DR
SOUTH POINTE DR
OLEN DR
BAKE PKWY
CUL DE SAC (S)
CUL DE SAC (S)
SOUTH POINTE DR
SOUTH POINTE DR
OLEN DR
OLEN DR
NORTH POINTE DR
NORTH POINTE DR
CUL DE SAC (N)
CUL DE SAC (N)
ELDERWOOD
ELDERWOOD
CUL DE SAC
TIPPERARY LN
TIPPERARY LN
GALWAY DR
OLEN DR
NORTH POINTE DR
NORTH POINTE DR
PALMWOOD DR
PALMWOOD DR
VINTAGE WOODS RD
LAKE FOREST DR
LAKE FOREST DR
TIPPERARY LN
TIPPERARY LN
GALWAY DR
18,501 SLURRY SEAL w/INLAYS
13,182 SLURRY SEAL w/INLAYS
13,182 SLURRY SEAL w/INLAYS
6,566 SLURRY SEAL w/INLAYS
17,130 SLURRY SEAL w/INLAYS
17,130 SLURRY SEAL w/INLAYS
21,805 SLURRY SEAL w/INLAYS
21,805 SLURRY SEAL w/INLAYS
14,703
14,703
18,716
18,716
6,598
6,598
19,054
19,054
STERLING DR
STERLING DR
STERLING DR
STONEHAVEN LANE
STONEHAVEN LANE
GALWAY DR
DUNDEE DR
DUNDEE DR
DUNBAR DR
7,687
7,687
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYSGALWAY DR
DUNDEE DR
DUNDEE DR
22,199 SLURRY SEAL w/INLAYS
22,199 SLURRY SEAL w/INLAYSDUNBAR DR
5 of 23
Item: 6
209
Appendix A Sorted by Treatment Year
Seven-Year Road Maintenance and Rehabilitation Plan based on City's Current Funding Local
Local
Limits of Work
Length of
Segment
Width of
Segment
Pavement
AreaStreet Name From To Type of Treatment Cost of Treatment Year of Treatment
TAMARISK
TAMARISK
TAMARISK
PEACHWOOD DR (S)
PEACHWOOD DR (S)
CALLE MADRID
KILLARNEY DR
KILLARNEY DR
ALTON PKWY
BAKER RANCH RD
COOK
CALLE MADRID
CALLE MADRID
1,232
1,232
880
338
338
37 37
37 33
33 80
60 60
60 60
33 33
33 60
60 60
36 36
37 37
33 33
33 40
40 36
37 37
37 37
20 37
37 36
36 36
33 33
33 33
33 33
33 33
33 33
33 33
25 27
44,267 SLURRY SEAL w/INLAYS
44,267 SLURRY SEAL w/INLAYS
31,187 SLURRY SEAL w/INLAYS
11,718 SLURRY SEAL w/INLAYS
11,718 SLURRY SEAL w/INLAYS
42,936 SLURRY SEAL w/INLAYS
72,058 SLURRY SEAL w/INLAYS
60,498 SLURRY SEAL w/INLAYS
60,498 SLURRY SEAL w/INLAYS
80,422 SLURRY SEAL w/INLAYS
36,600 SLURRY SEAL w/INLAYS
37,208 SLURRY SEAL w/INLAYS
37,208 SLURRY SEAL w/INLAYS
41,645 SLURRY SEAL w/INLAYS
69,552 SLURRY SEAL w/INLAYS
87,237 SLURRY SEAL w/INLAYS
13,810 SLURRY SEAL w/INLAYS
13,810 SLURRY SEAL w/INLAYS
24,069 SLURRY SEAL w/INLAYS
24,069 SLURRY SEAL w/INLAYS
16,001 SLURRY SEAL w/INLAYS
15,152 SLURRY SEAL w/INLAYS
15,152 SLURRY SEAL w/INLAYS
43,463 SLURRY SEAL w/INLAYS
43,463 SLURRY SEAL w/INLAYS
23,203 SLURRY SEAL w/INLAYS
24,791 SLURRY SEAL w/INLAYS
38,698 SLURRY SEAL w/INLAYS
20,831 SLURRY SEAL w/INLAYS
25,074 SLURRY SEAL w/INLAYS
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
37,996
37,996
26,769
10,058
10,058
36,853
61,850
51,927
51,927
69,029
31,415
31,937
31,937
35,745
59,699
74,878
11,854
11,854
20,659
20,659
13,734
13,005
13,005
37,306
37,306
19,916
21,279
33,216
17,880
21,522
5,599
20,476
23,378
22,104
21,995
26,471
14,600
14,600
26,681
7,436
20,364
12,909
5,095
15,976
6,860
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
PEACHWOOD DR (N)
STERLING DR
STERLING DR
BAKER RANCH RD
COOK
TIPPERARY LANE
TIPPERARY LANE
TOWNE CENTRE DRIVE
TOWNE CENTRE DRIVE
TOWNE CENTRE DRIVE
TOWNE CENTRE DRIVE
TOWNE CENTRE DRIVE
TOWNE CENTRE DRIVE
TOWNE CENTRE DRIVE
TOWNE CENTRE DRIVE
TOWNE CENTRE DRIVE
TOWNE CENTRE DRIVE
TOWNE CENTRE DRIVE
TREELINE LANE
TREELINE LANE
TREESHADE LANE
TREESHADE LANE
VINTAGE WOODS ROAD
WICKLOW LANE
WICKLOW LANE
WRIGHT
570
1,175
1,010
1,010
1,345
1,125
1,125
1,125
650
1,190
1,495
390
390
648
648
485
480
480
1,030
1,030
598
575
980
565
690
375
585
660
705
710
832
465
465
915
255
630
425
170
520
ANTIBES
ANTIBESCOOK
ANTIBES ALTON PKWY
ALTON PKWY
MARKET PL
MARKET PL
ENTERTAINMENT
BAKE PKWY
LAKE FOREST DR
ORCHARD RIM LN
ORCHARD RIM LN
ORCHARD RIM LN
ORCHARD RIM LN
SKYLARK DR
KILLARNEY DR
KILLARNEY DR
CUL DE SAC
CUL DE SAC
ALTON PKWY
MARIGOLD ST
SAGE
MARKET PL
ALTON PKWY
ALTON PKWY
MARKET PL
ENTERTAINMENT
BAKE PKWY
TRABUCO RD
TRABUCO RD
OLD TRABUCO RD
OLD TRABUCO RD
LAKE FOREST DR
STERLING DR
STERLING DR
COOK
COOK
LAUREL
ALTON PKWY
MARIGOLD ST
SAGE
CRESS
BEGIN ROUNDABOUT
LAUREL
ALTON PKWY
HERON
CHICORY
MARIPOSA
WILD ROSE
WILD ROSE
COOPER
LAUREL
GOLDENROD
JUNIPER
HERON
WILD ROSE
JUNIPER
HYACINTH
COOPER
WRIGHT
MONARCH BLVD
MONARCH BLVD
MONARCH BLVD
MONARCH BLVD
MONARCH BLVD
MONARCH BLVD
CATALINA
CATALINA
CATALINA
CATALINA
CATALINA
AGAVE
AGAVE
BARBERRY
BELLADONNA
BELLFLOWER
BERNA
BERNA
BLUEBELL
BRANT
CRESS
ROUNDABOUT
END ROUNDABOUT
ALTON PKWY
HERON
6,523 SLURRY SEAL w/INLAYS
23,856 SLURRY SEAL w/INLAYS
27,236 SLURRY SEAL w/INLAYS
25,752 SLURRY SEAL w/INLAYS
25,625 SLURRY SEAL w/INLAYS
30,840 SLURRY SEAL w/INLAYS
17,010 SLURRY SEAL w/INLAYS
17,010 SLURRY SEAL w/INLAYS
31,085 SLURRY SEAL w/INLAYS
CHICORY
MARIPOSA
ROUNDABOUT
POPPY
POPPY
DURANGO
HELIOTROPE
CUL DE SAC
HERON
FORSTER
POPPY
LARK
CUL DE SAC
DURANGO
SWIFT
CUL DE SAC
CATALINA
8,663 SLURRY SEAL w/INLAYS
23,725 SLURRY SEAL w/INLAYS
15,040 SLURRY SEAL w/INLAYS
5,936
18,613 SLURRY SEAL w/INLAYS
7,992 SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
205
610
890
260
572
165
CALLIOPE
CASPIAN
CASSIN
CASTELLANA
23,390 SLURRY SEAL w/INLAYS
30,245 SLURRY SEAL w/INLAYS
20,076
25,960
8,209
11,836
4,413
MANZANILLO
UMBRIA
PERA
9,564
13,789 SLURRY SEAL w/INLAYS
5,141 SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
CHICORY
6 of 23
Item: 6
210
Appendix A Sorted by Treatment Year
Seven-Year Road Maintenance and Rehabilitation Plan based on City's Current Funding Local
Local
Limits of Work
Length of
Segment
Width of
Segment
Pavement
AreaStreet Name From To Type of Treatment Cost of Treatment Year of Treatment CLOVER
COOPER
COOPER
CRESS
CRESS
DAHLIA
DOGWOOD
DURANGO
ECLIPSE
FINCH
FORSTER
FUCHSIA
GARDENIA
GOLDENROD
GOLDENROD
HELIOTROPE
HELIOTROPE
HERON
HERON
HERON
HOLLYHOCK
HONEYSUCKLE
HYACINTH
JASMINE
JUNIPER
LANTANA
LARK
LARKSPUR
LAUREL
LAUREL
SAGE HONEYSUCKLE
MARIGOLD ST
FUCHSIA
720
515
314
275
170
340
855
257
860
1,653
750
815
415
835
725
680
445
575
215
195
375
355
968
576
465
495
505
520
415
270
725
820
170
1,205
336
455
270
172
202
795
140
210
160
770
1,035
380
380
250
200
260
33 33
33 27
27 33
33 33
33 33
33 33
33 33
33 33
33 33
27 27
33 33
33 33
33 33
33 31
33 33
33 33
33 33
33 33
33 33
27 33
27 27
27 33
33 33
33 33
33 33
24,005 SLURRY SEAL w/INLAYS
18,856 SLURRY SEAL w/INLAYS
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
20,604
16,185
8,298
6,743
4,304
11,383
25,861
7,878
26,026
52,085
23,613
25,243
11,958
23,269
21,118
18,411
13,716
16,706
4,685
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
CASPIAN
MARIGOLD ST
CLOVER
MONARCH
TIGERLILY
GOLDENROD
CASPIAN
JASMINE
HERON
9,667
7,856
5,014
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
MONARCH
HYACINTH
CUL DE SAC
HOLLYHOCK
BARBERRY
PROMINENCE
HERON
CUL DE SAC
CUL DE SAC
SNAPDRAGON
HOLLYHOCK
BELLFLOWER
TOMANGO
MACATERA
BERNA
13,262 SLURRY SEAL w/INLAYS
30,129 SLURRY SEAL w/INLAYS
9,178 SLURRY SEAL w/INLAYS
30,321 SLURRY SEAL w/INLAYS
60,681 SLURRY SEAL w/INLAYS
27,510 SLURRY SEAL w/INLAYS
29,409 SLURRY SEAL w/INLAYS
13,932 SLURRY SEAL w/INLAYS
27,110 SLURRY SEAL w/INLAYS
24,604 SLURRY SEAL w/INLAYS
21,450 SLURRY SEAL w/INLAYS
15,980 SLURRY SEAL w/INLAYS
19,463 SLURRY SEAL w/INLAYS
PINYON
COOPER
MORNING GLORY
DOGWOOD
HOLLYHOCK
MAGNOLIA
TOMANGO
PINYON
BERNA CATALINA
FINCH
5,458
5,423
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYSCATALINA
GOLDENROD
MORNING GLORY
CUL DE SAC (W)
ECLIPSE
BRANT
WILD ROSE
BRANT
4,655
DOGWOOD
SNAPDRAGON
CUL DE SAC (E)
SAVANNAH
BERNA
12,918 SLURRY SEAL w/INLAYS
12,511 SLURRY SEAL w/INLAYS
35,651 SLURRY SEAL w/INLAYS
21,115 SLURRY SEAL w/INLAYS
17,985 SLURRY SEAL w/INLAYS
16,493 SLURRY SEAL w/INLAYS
17,018 SLURRY SEAL w/INLAYS
17,778 SLURRY SEAL w/INLAYS
12,809 SLURRY SEAL w/INLAYS
11,088
10,739
30,600
18,124
15,437
14,156
14,607
15,259
10,994
8,427
19,762
22,896
4,941
39,714
9,902
POPPY
BERNA
COMMERCENTRE
LILAC
GOLDENROD
PLUMERIA
MONARCH BLVD
BELLADONNA
CATALINA
JASMINE
PLUMERIA
MONARCH BLVD
BELLADONNA
CATALINA
SUNRISE
PLUMERIA
LAUREL
LAUREL
LAUREL
DIMENSION DR
CASSIN
BELLFLOWER
MONARCH
SORREL
CATALINA
CLOVER
9,818 SLURRY SEAL w/INLAYS
LAUREL
LAUREL
LAUREL
LAVENDER
LILAC
23,024 SLURRY SEAL w/INLAYS
26,675 SLURRY SEAL w/INLAYS
5,756 SLURRY SEAL w/INLAYS
SUNRISE
LAUREL
46,269 SLURRY SEAL w/INLAYS
11,536 SLURRY SEAL w/INLAYS
16,998 SLURRY SEAL w/INLAYSLILAC CUL DE SAC
HELIOTROPE
HELIOTROPE
WILD ROSE
PERA
14,590
7,647
6,794
5,034
24,595
3,529
MACATERA
MAGNOLIA
MAHOGANY
MANZANILLO
MARIGOLD
MARIGOLD
MARIPOSA
MARIPOSA
MORNING GLORY
OLEANDER
OLEANDER
PENUMBRA
PEONY
8,909
7,915
5,865
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
28,654 SLURRY SEAL w/INLAYS
MONARCH
COOPER
4,111
5,906
4,438
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
5,069
3,809CATALINA
CUL DE SAC
CUL DE SAC
CUL DE SAC
CUL DE SAC
HELIOTROPE
CUL DE SAC
SWIFT
26,843 SLURRY SEAL w/INLAYS
38,225 SLURRY SEAL w/INLAYS
14,677 SLURRY SEAL w/INLAYS
14,677 SLURRY SEAL w/INLAYS
23,040
32,810
12,598
12,598
7,371
GARDENIA
GARDENIA
LAUREL
GOLDENROD
MANZANILLO
8,587
8,847
9,891
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
7,594
8,490PERA
7 of 23
Item: 6
211
Appendix A Sorted by Treatment Year
Seven-Year Road Maintenance and Rehabilitation Plan based on City's Current Funding Local
Local
Limits of Work
Length of
Segment
Width of
Segment
Pavement
AreaStreet Name From To Type of Treatment Cost of Treatment Year of Treatment PINYON
PLUMERIA
POPPY
POPPY
PROMINENCE
SAGE
SAVANNAH
SEVILLE
SNAPDRAGON
SNOWBERRY
SORREL
STARFLOWER
SUNRISE
SWIFT
TIGERLILY
TOMANGO
TOROSA
UMBRIA
VERNA
WILD ROSE
HERON
LILAC
AGAVE
130' S/ LANTANA
SAVANNAH
CLOVER
JASMINE
CASTELLANA
HONEYSUCKLE
STARFLOWER
CUL DE SAC (S)
SNOWBERRY
LAVENDER
CASSIN
WINDFLOWER
LAUREL
SEVILLE
CASTELLANA
LAUREL
AGAVE
170' S/ LANTANA
BLUE BELL
FORSTER
LAUREL
130' S/ LANTANA
BLUE BELL
ECLIPSE
MONARCH
PROMINENCE
CUL DE SAC
CUL DE SAC
GOLDENROD
CUL DE SAC (N)
GOLDENROD
LAUREL
215
250
430
440
450
270
645
340
605
405
780
525
190
820
460
270
390
395
270
705
460
310
565
1,438
460
320
455
850
240
240
1,110
326
406
448
730
720
380
772
135
150
458
930
630
555
1,085
435
625
570
265
355
33 33
33 25
33 33
33 25
33 33
33 33
33 33
33 33
25 30
33 33
33 33
33 40
37 18
33 37
40 40
40 18
33 36
37 37
33 33
33 33
33 33
37 37
37 37
33 33
37 33
8,167
8,668
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
7,010
7,440
13,684
10,231
13,418
8,804
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2026
2027
2027
2027
2027
2027
2027
2027
2027
2027
2027
2027
2027
2027
2027
2027
2027
2027
2027
15,943 SLURRY SEAL w/INLAYS
11,920 SLURRY SEAL w/INLAYS
15,633 SLURRY SEAL w/INLAYS
10,257 SLURRY SEAL w/INLAYS
21,552 SLURRY SEAL w/INLAYS 18,499
7,2418,436 SLURRY SEAL w/INLAYS
22,480 SLURRY SEAL w/INLAYS
13,080 SLURRY SEAL w/INLAYS
30,025 SLURRY SEAL w/INLAYS
20,665 SLURRY SEAL w/INLAYS
19,295
11,227
25,771
17,737
5,590
23,237
13,055
7,536
8,582
10,141
7,732
20,525
13,555
8,323
17,445
47,207
13,065
7,346
11,931
23,430
8,477
8,477
36,966
6,674
23,360
12,936
21,148
40,270
11,721
23,357
9,547
6,513 SLURRY SEAL w/INLAYS
PERA 27,072 SLURRY SEAL w/INLAYS
15,210 SLURRY SEAL w/INLAYS
8,780
9,998
11,815 SLURRY SEAL w/INLAYS
9,008 SLURRY SEAL w/INLAYS
23,913 SLURRY SEAL w/INLAYS
15,792 SLURRY SEAL w/INLAYS
BELLFLOWER
HELIOTROPE
UMBRIA
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
LAUREL
HELIOTROPE
170' S/ LANTANA
BLUE BELL
MARIPOSA
CUL DE SAC
LUCANIA
ROUNDABOUT
END ROUNDABOUT
ATHOS
SERRANO SUMMIT DR
240' S/ COMMERCENTRE DR
240' S/ COMMERCENTRE DR
ROUNDABOUT
END ROUNDABOUT
CUL DE SAC
WILD ROSE
WILD ROSE 9,697 SLURRY SEAL w/INLAYS
WINDFLOWER
CIVIC CENTER DR
CIVIC CENTER DR
CIVIC CENTER DR
CIVIC CENTER DR
OLYMPUS
SERRANO SUMMIT DR
SERRANO SUMMIT DR
SERRANO SUMMIT DR
SERRANO SUMMIT DR
ALISO COURT
ALISO PARK DRIVE
ALISO PARK DRIVE
ALISO PARK DRIVE
ASHBY WAY
GOLDENROD
COMMERCENTRE DRIVE
LUCANIA
20,324 SLURRY SEAL w/INLAYS
54,999 SLURRY SEAL w/INLAYS
15,221 SLURRY SEAL w/INLAYS
BEGIN ROUNDABOUT
ROUNDABOUT
CIVIC CENTER DR
COMMMERCENTRE DR
COMMMERCENTRE DR
240' S/ COMMERCENTRE DR
BEGIN ROUNDABOUT
COUNTRYSIDE DR
EL TORO RD
8,558 SLURRY SEAL w/INLAYS
13,900 SLURRY SEAL w/INLAYS
27,297 SLURRY SEAL w/INLAYS
9,876
9,876
43,067 SLURRY SEAL w/INLAYS
7,776 SLURRY SEAL w/INLAYS
15,244 SLURRY SEAL w/BASE REPAIRS AND INLAYS
16,138 SLURRY SEAL w/INLAYS
26,383 SLURRY SEAL w/INLAYS
26,279 SLURRY SEAL w/BASE REPAIRS AND INLAYS
14,622 SLURRY SEAL w/INLAYS
26,419 SLURRY SEAL w/INLAYS
6,230
6,733
17,303 SLURRY SEAL w/INLAYS
31,746 SLURRY SEAL w/INLAYS
21,909 SLURRY SEAL w/INLAYS
19,669 SLURRY SEAL w/INLAYS
38,818 SLURRY SEAL w/INLAYS
17,646 SLURRY SEAL w/INLAYS
22,315 SLURRY SEAL w/INLAYS
20,407 SLURRY SEAL w/INLAYS
10,700 SLURRY SEAL w/INLAYS
12,158 SLURRY SEAL w/BASE REPAIRS AND INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
SOUTH END
EL TORO RD RICHFORD DR
MIDCREST DR
CUL DE SAC
CUL DE SAC
CUL DE SAC
CUL DE SAC
CUL DE SAC
NORMANDALE DR
VICAR WY
ELSBERRY
DENSMORE DR
CUL DE SAC
CUL DE SAC
CUL DE SAC
WHEATON TERR
REGENCY LN
RICHFORD DR
NEWVALE DR
NEWHALL LN
CRANBRIDGE DR
BELLCROFT DR
NEW BEDFORD DR
NEWHALL LN
MONTCLIFF DR
VICAR WY
ASHLEY LANE
ASHTON CIRCLE
ASTOR WAY
SLURRY SEAL w/BASE REPAIRS AND INLAYS
SLURRY SEAL w/INLAYS 5,953
AUDUBON WAY
BARCLAY LANE
BELLCROFT DRIVE
BELLCROFT DRIVE
BELLCROFT DRIVE
BELLCROFT DRIVE
BELSHIRE WAY
BRANDYWINE LANE
BRIDGEMONT ROAD
BRIGHTON LANE
13,870
28,066
19,369
15,766
34,318
15,601
19,728
18,041
8,577
ELSBERRY
DENSMORE DR
JOHNSTONE DR
SUMMERWOOD WY
CRANBRIDGE DR
COVENTRY LN 18,631
8 of 23
Item: 6
212
Appendix A Sorted by Treatment Year
Seven-Year Road Maintenance and Rehabilitation Plan based on City's Current Funding Local
Local
Limits of Work
Length of
Segment
Width of
Segment
Pavement
AreaStreet Name From To Type of Treatment Cost of Treatment Year of Treatment
BROOK HOLLOW
BROOKDALE
BRYDGES COURT
BYRON WAY
CAMDEN
CANTEBURY LANE
CANTERRA
CHARFORD WAY
CHERRY AVENUE
CHERYL WAY
CLAIREMONT PLACE
CLEAN BROOK
COACHMAN WAY
CORALITA
CORBY DRIVE
COUNTRY RIDGE CR
COUNTRYSIDE DR
COUNTRYSIDE DR
COVENTRY LANE
CRANBRIDGE DRIVE
CRANBRIDGE DRIVE
CRANBROOKE DRIVE
CREEKSIDE DR
CRIPPLE CREEK
CRIPPLE CREEK
CURRANT CREEK
DANBY WAY
SUNLIGHT CREEK
FALLBROOK
CUL DE SAC 195
78 32
65 33
32 33
33 33
33 36
33 33
32 33
33 37
33 37
37 33
37 37
33 38
32 32
32 33
46 37
32 32
33 33
33 33
37 37
33 33
37 37
33 40
36 37
35 32
37 40
33 8,223
4,439
6,974
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/BASE REPAIRS AND INLAYS
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
6,591
3,558
2027
2027
2027
2027
2027
2027
2027
2027
2027
2027
2027
2027
2027
2027
2027
2027
2027
2027
2027
2027
2027
2027
2027
2027
2027
2027
2027
2027
2027
2027
2027
2027
2027
2027
2027
2027
2027
2027
2027
2027
2027
2027
2027
2027
2027
2027
2027
2027
2027
2027
CUL DE SAC
CUL DE SAC
CUL DE SAC
CUL DE SAC
PEMBROKE LN
CUL DE SAC
CUL DE SAC
DARRIN
MANALASTAS DR
CUL DE SAC
KARI BROOK
CRANBRIDGE DR
MIRALINDA
TWINFORD DR
CUL DE SAC
ALISO CT
OSTERMAN RD
WINDSONG DR
STRATFORD
SOMMERSET LN
MIRALINDA
160
365
202
1,002
212
608
730
505
210
269
368
890
238
171
520
1,365
266
596
516
872
440
255
135
587
135
120
240
183
782
260
525
868
390
560
542
353
542
1,125
505
596
308
665
585
170
856
137
565
165
14,797
11,167
12,780
49,593
13,065
34,000
23,268
35,033
7,021
13,932 SLURRY SEAL w/INLAYS
8,340
32,363 SLURRY SEAL w/BASE REPAIRS AND INLAYS
8,526
22,187 SLURRY SEAL w/BASE REPAIRS AND INLAYS
26,319 SLURRY SEAL w/INLAYS
16,511 SLURRY SEAL w/BASE REPAIRS AND INLAYS
8,759
7,391
13,040 SLURRY SEAL w/INLAYS
28,249 SLURRY SEAL w/BASE REPAIRS AND INLAYS
9,539
7,440
18,945 SLURRY SEAL w/INLAYS
48,809 SLURRY SEAL w/INLAYS
11,523 SLURRY SEAL w/BASE REPAIRS AND INLAYS
21,142 SLURRY SEAL w/INLAYS
16,766 SLURRY SEAL w/INLAYS
SLURRY SEAL w/BASE REPAIRS AND INLAYS
SLURRY SEAL w/BASE REPAIRS AND INLAYS
PITTSFORD DR
TRABUCO
MANALASTAS DR
CRANBRIDGE DR
HEATHER BROOK
LARCHMONT DR
PITTSFORD DR
FERNLEAF DR
VISTA ESTATE DR
RUSHFORD DR
ALISO CT
BRIGHTON LN
VALLEYMONT WY
BRIDGEMONT RD
GLENMEADOWS DR
EL TORO RD
CUL DE SAC (S)
PONCHA SPRING
SUMMER CREEK
MIDCREST DR
CHERRY AVE
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS 6,534
10,452
43,289
7,646SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS 5,964
15,186
39,124
24,450
16,947
13,439
26,051
12,483
15,494
6,124
13,962
5,396
2,894
6,444
6,138
NORMANDALE DR
CUL DE SAC
BRIDGEMONT RD
COACHMAN WY
NORTH HAMPTON WY
SUNLIGHT CREEK
PONCHA SPRING
CUL DE SAC (N)
KARI BROOK
CUL DE SAC
ELOISE DR
BELLCROFT DR
CUL DE SAC
CUL DE SAC
29,467 SLURRY SEAL w/INLAYS
15,573 SLURRY SEAL w/INLAYS
10,111 SLURRY SEAL w/BASE REPAIRS AND INLAYS
6,927 SLURRY SEAL w/INLAYS
17,418 SLURRY SEAL w/INLAYS
6,104
3,274
8,039
7,658
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
DARRIN DRIVE
DENSMORE DRIVE
DEVONSHIRE COURT
DREXEL WAY
EASTRIDGE DRIVE
EASTRIDGE DRIVE
ELMCREST WAY
ELOISE DRIVE
ELSBERRY WAY
ELSBERRY WAY
EXTON AVENUE
FALLBROOK
FERNLEAF DRIVE
FERNLEAF DRIVE
FOREST MEADOW DRIVE
FUERTE DRIVE
GLENMEADOWS DRIVE
GLENMEADOWS DRIVE
HAMPDEN TERRACE
HEATHER BROOK
HEDGMONT WAY
HERMANA CIRCLE
HESBY WAY
FERNLEAF DR
RUSHFORD DR
ELSBERRY WY
CRANBROOKE DR
CRANBROOKE DR
PITTSFORD DR
LORRI DR
WINDSONG DR
RICHFORD DR
RIMGATE DR
27,064 SLURRY SEAL w/INLAYS
10,800 SLURRY SEAL w/INLAYS
18,903 SLURRY SEAL w/INLAYS
30,289 SLURRY SEAL w/BASE REPAIRS AND INLAYS
16,539 SLURRY SEAL w/INLAYS
19,836 SLURRY SEAL w/INLAYS
19,425 SLURRY SEAL w/INLAYS
13,087 SLURRY SEAL w/INLAYS
19,503 SLURRY SEAL w/INLAYS
41,599 SLURRY SEAL w/INLAYS
17,797 SLURRY SEAL w/INLAYS
21,518 SLURRY SEAL w/INLAYS
12,622 SLURRY SEAL w/BASE REPAIRS AND INLAYS
24,378 SLURRY SEAL w/INLAYS
23,927
8,657CUL DE SAC (W)
CUL DE SAC (E)
CUL DE SAC
15,152
46,415
14,622
15,900
15,570
10,490
15,633
33,344
14,266
17,248
19,342
21,552
32,155
6,014
SALLY DR
RICHFORD DR
BELLCROFT DR
CUL DE SAC
CHERRY AVE CUL DE SAC
LAKE FOREST DR
DENSMORE DR
NORMANDALE DR
WINDROW DR
EL TORO RD
WHEATON TERRACE
WHEATON TERRACE
SUNLIGHT CREEK
NORMANDALE DR
RANCHO PKWY
MIDCREST DR
DENSMORE DR
RIMHURST DR
CUL DE SAC
VALENCIA CIR
WHEATON TERRACE
NORTHAMPTON WY
CUL DE SAC
CUL DE SAC
VALLEYMONT RD
CUL DE SAC
20,983 SLURRY SEAL w/BASE REPAIRS AND INLAYS
7,503
29,367 SLURRY SEAL w/BASE REPAIRS AND INLAYS
4,569 SLURRY SEAL w/INLAYS
24,390 SLURRY SEAL w/INLAYS
7,121 SLURRY SEAL w/BASE REPAIRS AND INLAYS
SLURRY SEAL w/INLAYS
45,002
3,662
21,563
15,109CUL DE SAC
9 of 23
Item: 6
213
Appendix A Sorted by Treatment Year
Seven-Year Road Maintenance and Rehabilitation Plan based on City's Current Funding Local
Local
Limits of Work
Length of
Segment
Width of
Segment
Pavement
AreaStreet Name From To Type of Treatment Cost of Treatment Year of Treatment
HILLSFORD PLACE
HILLSFORD PLACE
HILLSIDE COURT
IVES WAY
JOHNSTONE DRIVE
JOHNSTONE DRIVE
KARI BROOK
KENSINGTON LANE
LARCHMONT DRIVE
LEXINGTON CIRCLE
LITTLE DRIVE
ALISO PARK DR
ALISO PARK DR
CUL DE SAC (S) 455
565
600
330
505
625
710
879
1,111
148
443
460
200
1,355
265
396
590
415
2,545
835
485
2,605
151
1,015
578
305
835
655
765
112
100
450
745
1,230
605
1,105
405
640
960
735
1,356
705
732
665
1,220
828
195
722
976
440
32 32
33 33
33 33
32 33
33 33
33 33
26 33
33 37
37 37
37 33
37 37
36 36
33 33
33 32
32 28
38 33
36 37
37 37
36 33
37 40
33 37
37 37
37 37
33 33
33 32
17,327 SLURRY SEAL w/INLAYS
20,733 SLURRY SEAL w/INLAYS
23,086 SLURRY SEAL w/INLAYS
13,014 SLURRY SEAL w/BASE REPAIRS AND INLAYS
16,159 SLURRY SEAL w/INLAYS
20,037 SLURRY SEAL w/BASE REPAIRS AND INLAYS
23,234 SLURRY SEAL w/BASE REPAIRS AND INLAYS
28,567 SLURRY SEAL w/BASE REPAIRS AND INLAYS
38,141 SLURRY SEAL w/INLAYS
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
13,889
16,619
20,410
27,613
12,953
30,705
35,604
60,613
30,573
15,451
12,158
14,696
11,887
39,228
9,408
12,615
19,275
22,048
141,894
43,574
15,643
75,211
6,459
31,926
16,112
18,574
44,267
36,399
37,648
10,783
3,023
13,206
22,652
258,226
46,446
208,315
13,107
20,473
52,986
44,628
36,747
20,639
23,089
21,106
39,417
22,947
7,608
2027
2027
2027
2027
2027
2027
2027
2027
2027
2027
2027
2027
2027
2027
2027
2027
2027
2027
2027
2027
2027
2027
2027
2027
2027
2027
2027
2027
2027
2027
2027
2027
2027
2027
2027
2027
2027
2027
2027
2027
2027
2027
2027
2027
2027
2027
2027
2027
2027
2027
CUL DE SAC (N)
CUL DE SAC
CUL DE SAC
BELSHIRE WY
ELMCREST WY
CLEAN BROOK
PEMBROKE LN
COACHMAN WY
CUL DE SAC
SALLY DR
VISTA ESTATE DR
PITTSFORD DR
CHARFORD WY
BELSHIRE WY
SUNLIGHT CREEK
SOMMERSET LN
VALLEYMONT RD
KENSINGTON LN
LORRI DR
7,282 SLURRY SEAL w/BASE REPAIRS AND INLAYS
13,752 SLURRY SEAL w/INLAYS
16,623 SLURRY SEAL w/INLAYSLORRI DRIVE
LYRIC WAY
ELOISE DR LITTLE DR
MIDCREST DR
TRABUCO RD
LORRI DR
ALISO PARK DR
LYRIC WY
HESBY WY
DANBY WY
MONTERRA
NORTHCREST DR
RUSHFORD DR
VISTA ESTATE DR
EL TORO RD
OSTERMAN RD
MIRALINDA
CUL DE SAC
CUL DE SAC
CUL DE SAC
LYRIC WY
HESBY WY
DANBY WY
7,757 SLURRY SEAL w/BASE REPAIRS AND INLAYS
MANALASTAS DRIVE
MAURICE COURT
MIDCREST DRIVE
MIDCREST DRIVE
MIDCREST DRIVE
MIDCREST DRIVE
MIRALINDA
MONTBURY DRIVE
MONTBURY DRIVE
MONTBURY DRIVE
MONTCLIFF DRIVE
MONTERRA
44,371 SLURRY SEAL w/INLAYS
10,642 SLURRY SEAL w/INLAYS
14,269 SLURRY SEAL w/INLAYS
21,802 SLURRY SEAL w/INLAYS
14,388 SLURRY SEAL w/BASE REPAIRS AND INLAYS
92,595 SLURRY SEAL w/BASE REPAIRS AND INLAYS
28,435 SLURRY SEAL w/BASE REPAIRS AND INLAYS
17,694 SLURRY SEAL w/INLAYS
93,830 SLURRY SEAL w/INLAYS
PITTSFORD DR
CUL DE SAC
RUSHFORD DR
VISTA ESTATE DR
CUL DE SAC
RIMHURST DR
MIRALINDA
CUL DE SAC
CUL DE SAC
RED RIVER DR
RIMROCK ST
CUL DE SAC
VINTAGE WY
REGENCY LN
RIMGATE DR
BARCLAY LN
VISTA ESTATE DR
EL TORO RD
VINTAGE WY
CUL DE SAC
PITTSFORD DR
EL TORO RD
CUL DE SAC (S)
MONTERRA
7,306 SLURRY SEAL w/INLAYS
36,112 SLURRY SEAL w/INLAYS
18,224 SLURRY SEAL w/INLAYS
12,121 SLURRY SEAL w/BASE REPAIRS AND INLAYS
28,887 SLURRY SEAL w/BASE REPAIRS AND INLAYS
23,753 SLURRY SEAL w/BASE REPAIRS AND INLAYS
24,568 SLURRY SEAL w/BASE REPAIRS AND INLAYS
MONTERRA
MORESBY WAY IVES WY
MORNINGSTAR ROAD
MORNINGSTAR ROAD
MOUNTAIN GLEN CIRCLE
NEW BEDFORD DRIVE
NEWHALL LANE
CUL DE SAC (S)
RED RIVER DR
GLENMEADOWS DR
AUDUBON WY
BARCLAY LN
LAKE FOREST DR
OSTERMAN RD
BARCLAY LN
5,082
3,771
SLURRY SEAL w/BASE REPAIRS AND INLAYS
SLURRY SEAL w/INLAYS
14,938 SLURRY SEAL w/INLAYS
28,259 SLURRY SEAL w/INLAYS
45,638 2" ARHM w/BASE REPAIRS
21,890 SLURRY SEAL w/BASE REPAIRS AND INLAYS
36,817 2" ARHM w/BASE REPAIRS
16,352 SLURRY SEAL w/INLAYS
NEWVALE DRIVE
NORMANDALE DRIVE
NORMANDALE DRIVE
NORMANDALE DRIVE
NORMANDALE DRIVE
NORTH HAMPTON WAY
NORTHCREST DRIVE
NORTHCREST DRIVE
OLD TRABUCO ROAD
OSTERMAN ROAD
OSTERMAN ROAD
OSTERMAN ROAD
OSTERMAN ROAD
OSTERMAN ROAD
PARKMONT CIRCLE
PARKRIDGE
VISTA ESTATE DR
EL TORO RD
CRANBROOKE DR
MIDCREST DR
PITTSFORD DR
LAKE FOREST DR
PITTSFORD DR
MONTERRA
23,157 SLURRY SEAL w/INLAYS
34,577 SLURRY SEAL w/BASE REPAIRS AND INLAYS
29,123 SLURRY SEAL w/BASE REPAIRS AND INLAYS
45,844 SLURRY SEAL w/INLAYS
25,748 SLURRY SEAL w/INLAYS
26,116 SLURRY SEAL w/INLAYS
23,873 SLURRY SEAL w/INLAYS
44,585 SLURRY SEAL w/INLAYS
28,628 SLURRY SEAL w/INLAYS
NORMANDALE DR
CRESTWOOD APARTMENTS ENTERANCNORMANDALE DR
CRESTWOOD APARTMENTS ENTERANCSIENNA TERRACE ENTERANCE (N)
SIENNA TERRACE ENTERANCE (N)
VINTAGE WY
PARKSIDE
REGENCY LN
CUL DE SAC
CUL DE SAC
CUL DE SAC
SUNLIGHT CREEK
8,605 SLURRY SEAL w/INLAYS
25,489 SLURRY SEAL w/INLAYS
34,992 SLURRY SEAL w/INLAYS
14,746 SLURRY SEAL w/INLAYS
20,431
28,048
11,820
PARKSIDE
PEBBLE CREEK
REGENCY
RIPPLING BROOK
10 of 23
Item: 6
214
Appendix A Sorted by Treatment Year
Seven-Year Road Maintenance and Rehabilitation Plan based on City's Current Funding Local
Local
Limits of Work
Length of
Segment
Width of
Segment
Pavement
AreaStreet Name From To Type of Treatment Cost of Treatment Year of Treatment
PEMBROKE LANE
PERTH WAY
KENSINGTON LN
BELLCROFT DR
NORTHCREST DR
CHARFORD WY
ELMCREST WY
OSTERMAN RD
MIDCREST DR
COACHMAN WY
CURRANT CREEK
LAKE FOREST DR
MANALASTAS
TRABUCO RD
RIMGATE DR
LAKE FOREST DR
TERESITA WY
OSTERMAN RD
PARKSIDE
PEMBROKE LN
ALISO PARK DR
RIMHURST DR
REGAL WY
TRABUCO RD
MONTCLIFF DR
MORNINGSTAR RD
SUNLIGHT CREEK
MONTBURY DR
WARWICK CT
DEVONSHIRE CT
MORNINGSTAR RD
ELOISE DR
SUNLIGHT CREEK
QUEENSBURY DR
SANDY CREEK
REGENCY LN
CUL DE SAC
440
588
650
1,280
1,190
645
681
105
233
690
338
515
741
420
1,165
820
726
1,178
946
735
33 33
37 37
37 37
37 37
32 37
33 32
37 41
37 37
37 37
37 37
37 36
36 59
32 37
37 37
33 33
32 37
32 32
41 33
28 33
32 55
32 32
32 32
33 41
60 33
33 37
14,889 SLURRY SEAL w/INLAYS
22,289 SLURRY SEAL w/INLAYS
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
11,935
19,705
34,049
70,506
89,442
35,606
29,684
5,065
2027
2027
2027
2027
2027
2027
2027
2027
2027
2027
2027
2027
2027
2027
2027
2027
2027
2027
2027
2027
2027
2027
2027
2027
2027
2027
2027
2027
2027
2027
2027
2027
2027
2027
2027
2027
2027
2027
2027
2027
2027
2027
2027
2027
2027
2027
2027
2027
2027
2027
PITTSFORD DRIVE
PITTSFORD DRIVE
PITTSFORD DRIVE
PITTSFORD DRIVE
PITTSFORD DRIVE
PLEASANT HILL ROAD
PONCHA SPRING
QUEENSBURY DRIVE
RAMJIT COURT
RED RIVER DRIVE
REGAL WAY
REGENCY LANE
REGENCY LANE
REGENCY LANE
CHARFORD WY
ELMCREST WY
OSTERMAN RD
MIDCREST DR
LAKE FOREST DR
GLENMEADOWS DR
CRIPPLE CREEK
RIMGATE DR
CUL DE SAC
22,219 SLURRY SEAL w/BASE REPAIRS AND INLAYS
46,010 SLURRY SEAL w/BASE REPAIRS AND INLAYS
42,154 SLURRY SEAL w/BASE REPAIRS AND INLAYS
23,235 SLURRY SEAL w/BASE REPAIRS AND INLAYS
19,371 SLURRY SEAL w/BASE REPAIRS AND INLAYS
3,305
6,606
SLURRY SEAL w/BASE REPAIRS AND INLAYS
SLURRY SEAL w/BASE REPAIRS AND INLAYS 14,017
19,402
11,351
17,385
23,671
35,313
38,877
25,836
54,793
88,848
31,820
21,553
15,347
60,507
46,652
70,687
25,798
12,137
51,264
23,213
18,630
15,534
23,720
9,440
24,205 SLURRY SEAL w/INLAYS
12,839 SLURRY SEAL w/INLAYS
19,665 SLURRY SEAL w/INLAYS
29,531 SLURRY SEAL w/INLAYS
16,643 SLURRY SEAL w/BASE REPAIRS AND INLAYS
43,974 SLURRY SEAL w/INLAYS
29,223 SLURRY SEAL w/INLAYS
25,824 SLURRY SEAL w/BASE REPAIRS AND INLAYS
41,874 SLURRY SEAL w/BASE REPAIRS AND INLAYS
35,992 SLURRY SEAL w/INLAYS
26,888 SLURRY SEAL w/INLAYS
17,359 SLURRY SEAL w/INLAYS
39,485 SLURRY SEAL w/BASE REPAIRS AND INLAYS
58,201 SLURRY SEAL w/INLAYS
12,493 2" ARHM w/BASE REPAIRS
32,185 SLURRY SEAL w/INLAYS
15,141 SLURRY SEAL w/INLAYS
63,954 SLURRY SEAL w/INLAYS
28,960 SLURRY SEAL w/INLAYS
12,157 SLURRY SEAL w/BASE REPAIRS AND INLAYS
17,571 SLURRY SEAL w/INLAYS
CUL DE SAC
CUL DE SAC
TERESITA WY
OSTERMAN RD
PARKSIDE
PEMBROKE LN
NORMANDALE DR
ELSBERRY WY
REGAL WY
RIMHURST DR
MONTCLIFF DR
RIMGATE DR
CUL DE SAC
PEBBLE CREEK
WARWICK CT
DEVONSHIRE CT
CUL DE SAC
CUL DE SAC
LITTLE DR
SILENT BROOK
REGAL WY
SUMMER CREEK
CUL DE SAC
CUL DE SAC
KENSINGTON LN
CUL DE SAC
REGENCY LANE
REGENCY LANE
RICHFORD DRIVE
RIMGATE DRIVE
RIMGATE DRIVE
RIMHURST DRIVE
RIMHURST DRIVE
RIMROCK CIRCLE
RIPPLING BROOK
RUSHFORD DRIVE
RUSHFORD DRIVE
RUSHFORD DRIVE
SAGEBRUSH CIRCLE
SALLY DRIVE
510
1,099
1,625
210
1,005
405
1,799
755
286
505
465
325
260
249
330
476
108
377
620
350
515
SANDY CREEK
SAXON WAY
SILENT BROOK
SILVER SPRING
15,479 SLURRY SEAL w/BASE REPAIRS AND INLAYS
11,777 SLURRY SEAL w/INLAYS
8,601
9,211
SLURRY SEAL w/INLAYS
SLURRY SEAL w/BASE REPAIRS AND INLAYS
7,604
CURRANT CREEK
TERESITA WY
REGENCY LN
14,115
32,425
25,375
4,083
SIMPATICA CIRCLE
SOMMERSET LANE
SPRINGWOOD CIRCLE
STRATFORD
SUMMER CREEK
SUMMERWOOD WAY
SUNLIGHT CREEK
SUNLIGHT CREEK
SUNLIGHT CREEK
SUNLIGHT CREEK
SWEET GRASS CIRCLE
TERESITA WAY
15,282 SLURRY SEAL w/BASE REPAIRS AND INLAYS
16,559 SLURRY SEAL w/BASE REPAIRS AND INLAYS
VINTAGE WY 5,094 SLURRY SEAL w/INLAYS
PITTSFORD DR
SUNLIGHT CREEK
EL TORO RD
BROOK HOLLOW
RIPPLING BROOK
CREEKSIDE DR
SUMMER CREEK
MORNINGSTAR RD
REGENCY LN
LAKE FOREST DR
MORNINGSTAR RD
BELLCROFT DR
RIMGATE DR
CUL DE SAC 13,905 SLURRY SEAL w/INLAYS
20,042 SLURRY SEAL w/BASE REPAIRS AND INLAYS
14,227 SLURRY SEAL w/INLAYS
15,523 SLURRY SEAL w/INLAYS
41,264 SLURRY SEAL w/INLAYS
12,771 SLURRY SEAL w/INLAYS
24,779 SLURRY SEAL w/INLAYS
12,997 SLURRY SEAL w/INLAYS
18,491 SLURRY SEAL w/BASE REPAIRS AND INLAYS
91,067 SLURRY SEAL w/INLAYS
12,293
30,713
11,404
12,443
33,076
11,291
21,907
11,490
28,336
80,511
11,320
7,624
SILENT BROOK
VINTAGE WY
RIPPLING BROOK
CREEKSIDE DR
SUMMER CREEK
HEATHER BROOK
CUL DE SAC
SIMPATICA CIR
PORTOLA PKWY
CUL DE SAC
1,275
410
760
345
445
1,525
378
220
TOWNE CENTRE DRIVE
TUMBLEWEED CIRCLE
TUSCAN WAY
14,122 SLURRY SEAL w/INLAYS
CUL DE SAC
CORBY DR
8,624 SLURRY SEAL w/INLAYS
TWINFORD DRIVE 1,105 40,893 SLURRY SEAL w/INLAYS 32,779 11 of 23
Item: 6
215
Appendix A Sorted by Treatment Year
Seven-Year Road Maintenance and Rehabilitation Plan based on City's Current Funding Local
Local
Limits of Work
Length of
Segment
Width of
Segment
Pavement
AreaStreet Name From To Type of Treatment Cost of Treatment Year of Treatment
VALENCIA CIRCLE
VALLEYMONT ROAD
VICAR WAY
VINTAGE WAY
VINTAGE WAY
VINTAGE WAY
VINTAGE WAY
VINTAGE WOODS ROAD
VISTA ESTATE DRIVE
VISTA TERRACE
FUERTE DR
LARCHMONT DR
BELLCROFT DR
END
CUL DE SAC
CUL DE SAC
SPRINGWOOD CIR
SUMMERWOOD WY
NEW BEDFORD DR
CUL DE SAC
305
832
395
830
530
685
612
578
1,665
995
655
272
675
111
1,105
427
550
692
1,034
363
476
955
515
802
210
848
889
908
1,042
868
956
345
890
1,125
460
689
130
689
880
785
740
381
170
675
568
702
1,148
656
299
577
40 33
33 36
36 36
33 33
37 40
40 32
37 30
40 40
36 27
33 33
20 20
32 32
33 32
33 32
32 33
36 36
32 33
33 37
33 33
60 31
31 31
37 37
36 37
33 33
33 33
15,532 SLURRY SEAL w/INLAYS
29,536 SLURRY SEAL w/INLAYS
14,436 SLURRY SEAL w/INLAYS
30,275 SLURRY SEAL w/INLAYS
19,198 SLURRY SEAL w/INLAYS
24,481 SLURRY SEAL w/INLAYS
21,887 SLURRY SEAL w/INLAYS
20,917 SLURRY SEAL w/BASE REPAIRS AND INLAYS
59,080 SLURRY SEAL w/INLAYS
40,213 SLURRY SEAL w/BASE REPAIRS AND INLAYS
24,968 2" ARHM w/BASE REPAIRS
11,049 SLURRY SEAL w/INLAYS
24,451 SLURRY SEAL w/INLAYS
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
12,450
23,675
12,763
24,267
15,389
19,623
17,544
44,382
52,232
85,324
141,272
8,857
2027
2027
2027
2027
2027
2027
2027
2027
2027
2027
2027
2027
2027
2027
2027
2027
2027
2027
2028
2028
2028
2028
2028
2028
2028
2028
2028
2028
2028
2028
2028
2028
2028
2028
2028
2028
2028
2028
2028
2028
2028
2028
2028
2028
2028
2028
2028
2028
2028
2028
NORMANDALE DR
SPRINGWOOD CIR
SUMMERWOOD WY
NEW BEDFORD DR
LAKE FOREST DR
MONTBURY DR
LAKE FOREST DR
WINDROW DR
RUSHFORD DR
BRIDGEMONT RD
KENSINGTON LN
VISTA TERRACE
RANCHO PKWY
ALISO PARK DR
ELSBERRY WY
CUL DE SAC
NORMANDALE DR
WINDROW DR
LAKE FOREST SPORTS PARK
CUL DE SAC
GLENMEADOWS DR
CUL DE SAC
RANCHO PKWY
CUL DE SAC
ELSBERRY WY
CUL DE SAC
LARKWOOD LN
CUL DE SAC
END
SAGUARO ST
MARYVINE ST
PENFIELD ST
CUL DE SAC
LARKWOOD LN
TWIG ST
VISTA TERRACE
WARWICK COURT
WHEATON TERRACE
WINDEMERE CIRCLE
WINDROW DRIVE
WINDROW DRIVE
WINDSONG DRIVE
WINDSONG DRIVE
ALANWOOD STREET
ALDERGLEN DRIVE
ALLEY E/ SAGUARO ST
ALLEY W/ SAGUARO ST
ANKERTON DRIVE
ANKERTON DRIVE
ANSDELL CIRCLE
ARROWWOOD STREET
BARK STREET
BELGREEN PLACE
BELGREEN PLACE
BELQUEST DRIVE
BELQUEST DRIVE
BENDRICON
BIRDROCK DRIVE
BLACKFOOT DRIVE
BLUE BIRD DRIVE
BLUERIDGE ROAD
BONWOOD AVENUE
BRANCH AVENUE
BRIDGER ROAD
21,617
8,0345,243 SLURRY SEAL w/BASE REPAIRS AND INLAYS
45,290 SLURRY SEAL w/BASE REPAIRS AND INLAYS
17,083 SLURRY SEAL w/INLAYS
19,563 SLURRY SEAL w/INLAYS
24,693 SLURRY SEAL w/INLAYS
33,353 SLURRY SEAL w/INLAYS
13,847 SLURRY SEAL w/BASE REPAIRS AND INLAYS
14,964 SLURRY SEAL w/INLAYS
21,277 SLURRY SEAL w/BASE REPAIRS AND INLAYS
16,610 SLURRY SEAL w/BASE REPAIRS AND INLAYS
26,296 SLURRY SEAL w/INLAYS
69,403
15,103
15,681
19,793
30,371
30,262
12,355
33,583
36,300
23,945
8,339
42,307
44,117
45,967
73,495
163,787
79,199
11,609
22,999
32,767
35,470
55,421
3,511
34,155
97,819
18,607
44,175
29,436
6,434
25,648
16,740
26,530
61,301
132,404
50,936
40,339
LANDISVIEW AVE
DUNE MEAR
SAGUARO ST
RATON DR
BRIDGER RD
MARYVINE ST
LANDISVIEW AVE
LANDISVIEW AVE
BRANCH AVE
SILVER BAY DR
LANDISVIEW AVE (N)
GREENBAY DR
WILLARD DR
9,158 SLURRY SEAL w/INLAYS
26,804 SLURRY SEAL w/BASE REPAIRS AND INLAYS
27,951 SLURRY SEAL w/BASE REPAIRS AND INLAYS
29,123 SLURRY SEAL w/BASE REPAIRS AND INLAYS
33,629 SLURRY SEAL w/BASE REPAIRS AND INLAYS
28,104 2" ARHM w/BASE REPAIRS
36,239 SLURRY SEAL w/BASE REPAIRS AND INLAYS
14,061 SLURRY SEAL w/INLAYS
27,857 SLURRY SEAL w/INLAYS
LANDISVIEW AVE (N)
LARKWOOD LN
WILLARD AVE
CUL DE SAC
PACKER PL
DURYEA DR
CUL DE SAC
CAVNAUGH RD
DUNE MEAR RD
QUAIL WY
RESPIT RD
END
TWIG ST
CUL DE SAC
LANDISVIEW AVE
ANKERTON DR
CUL DE SAC
CUL DE SAC
CUL DE SAC
EL GATO WY
GUINEA ST
CAVANAUGH RD
LA VACA ST
COSTA BELLA DR
SWAN DR
RIDGE ROUTE DR
LANDISVIEW AVE
FORDVIEW AVE
EL TORO RD
SILVER BAY DR
LANDISVIEW AVE
ANKERTON DR
GONDOR DR
GRAYSTON DR
LA VACA ST
CAVANAUGH RD
COSTA BELLA DR
EL CABALLO ST
DUNE MEAR RD
EL CABALLO ST
35,984 SLURRY SEAL w/INLAYS
16,230 SLURRY SEAL w/BASE REPAIRS AND INLAYS
25,359 SLURRY SEAL w/BASE REPAIRS AND INLAYS
3,856 SLURRY SEAL w/INLAYS
21,639 SLURRY SEAL w/BASE REPAIRS AND INLAYS
44,759 SLURRY SEAL w/BASE REPAIRS AND INLAYS
20,434 SLURRY SEAL w/INLAYS
20,213 SLURRY SEAL w/BASE REPAIRS AND INLAYS
13,469 SLURRY SEAL w/BASE REPAIRS AND INLAYS
BRIDGER ROAD
BRIDGER ROAD
BRIDGER ROAD
BROOKFIELD CIRCLE
BUCKLAND LANE
BUNBURY DRIVE
BUNBURY DRIVE
CALLE EL TORO GRANDE
CALLE EL TORO GRANDE
CALLE TRES LOMAS
CALLE TRES LOMAS
7,793 SLURRY SEAL w/INLAYS
28,166 SLURRY SEAL w/INLAYS
18,383 SLURRY SEAL w/INLAYS
29,134 SLURRY SEAL w/INLAYS
38,838 SLURRY SEAL w/BASE REPAIRS AND INLAYS
22,719 2" ARHM w/BASE REPAIRS
CAVANAUGH RD
LA VACA ST
8,740 2" ARHM w/BASE REPAIRS
18,458 SLURRY SEAL w/BASE REPAIRS AND INLAYS
12 of 23
Item: 6
216
Appendix A Sorted by Treatment Year
Seven-Year Road Maintenance and Rehabilitation Plan based on City's Current Funding Local
Local
Limits of Work
Length of
Segment
Width of
Segment
Pavement
AreaStreet Name From To Type of Treatment Cost of Treatment Year of Treatment CAMPO VERDE CAVANAUGH RD EL CABALLO ST 292
785
1,043
895
845
760
640
215
125
1,115
171
627
912
978
502
292
282
760
620
167
585
420
692
142
560
875
572
705
675
592
740
265
398
470
790
598
436
289
532
748
700
420
197
187
787
860
655
368
350
325
33 32
32 36
36 33
33 33
36 37
33 36
36 33
33 33
34 33
33 33
37 36
32 32
32 33
37 33
33 32
32 33
32 32
33 33
33 36
36 37
30 30
37 32
37 34
34 37
37 34
8,497 SLURRY SEAL w/BASE REPAIRS AND INLAYS $
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
18,570
57,086
30,388
29,252
29,077
40,055
46,126
20,019
4,557
2028
2028
2028
2028
2028
2028
2028
2028
2028
2028
2028
2028
2028
2028
2028
2028
2028
2028
2028
2028
2028
2028
2028
2028
2028
2028
2028
2028
2028
2028
2028
2028
2028
2028
2028
2028
2028
2028
2028
2028
2028
2028
2028
2028
2028
2028
2028
2028
2028
2028
CAVANAUGH ROAD
CAVANAUGH ROAD
CAVANAUGH ROAD
CAVANAUGH ROAD
CAVANAUGH ROAD
CAVANAUGH ROAD
CAVANAUGH ROAD
CEDARBROOK CIRCLE
CHERRY AVENUE
COLEFORD STREET
COLEFORD STREET
CORNELIUS DRIVE
CORTA CRESTA DRIVE
CORTA CRESTA DRIVE
CORTA CRESTA DRIVE
CORTA CRESTA DRIVE
COSTA BELLA DRIVE
COSTA BELLA DRIVE
DALEVIEW DRIVE
DEVONSHIRE DRIVE
DOWNLAND ROAD
DUNE MEAR ROAD
DUNE MEAR ROAD
DUNE MEAR ROAD
DUNE MEAR ROAD
DUNE MEAR ROAD
DUNE MEAR ROAD
DUNE MEAR ROAD
DURYEA DRIVE
EAGLEMONT AVE
ROCKFIELD BLVD
MC COY RD
GOWDY AVE
MC COY RD
OSPREY ST
26,121 SLURRY SEAL w/BASE REPAIRS AND INLAYS
33,371 SLURRY SEAL w/INLAYS
32,124 SLURRY SEAL w/INLAYS
31,932 SLURRY SEAL w/INLAYS
25,377 SLURRY SEAL w/BASE REPAIRS AND INLAYS
21,106 SLURRY SEAL w/BASE REPAIRS AND INLAYS
OSPREY ST BUNBURY DR
CORTA CRESTA
CALLE TRES LOMAS
BELQUEST DR
RESPIT RD
CALLE TRES LOMAS
CALLE EL TORO GRANDE
CUL DE SAC 9,160
5,519
SLURRY SEAL w/BASE REPAIRS AND INLAYS
SLURRY SEAL w/INLAYSCUL DE SAC
FRONT ST JERONIMO RD
COSTA BELLA DR
DUNE MEAR RD
EAST END
ENTRADOS DR
CAVANAUGH RD
TULIP ST
40,324 SLURRY SEAL w/BASE REPAIRS AND INLAYS
4,792 SLURRY SEAL w/INLAYS
19,565 SLURRY SEAL w/BASE REPAIRS AND INLAYS
32,450 SLURRY SEAL w/BASE REPAIRS AND INLAYS
32,494 2" ARHM w/BASE REPAIRS
15,983 SLURRY SEAL w/BASE REPAIRS AND INLAYS
9,655
11,656 SLURRY SEAL w/INLAYS
26,281 SLURRY SEAL w/BASE REPAIRS AND INLAYS
21,624 SLURRY SEAL w/INLAYS
63,647
4,364RIDGE ROUTE DR
LOUMONT DR
EL TORO RD
COSTA BELLA DR
ENTRADOS DR
EL CABALLO ST
TULIP ST
CORTA CRESTA DR
COLEFORD ST
LOS ALISOS BLVD
PARKHILL RD
GRAYSTON DR
GOWDY AVE
42,758
70,918
189,371
34,930
56,268
10,614
41,481
19,691
9,841
49,697
12,928
19,595
10,648
28,269
62,067
19,889
50,327
48,006
43,003
50,407
8,223
27,705
91,585
42,107
32,871
25,283
10,032
163,805
21,740
18,585
10,803
27,379
9,408
66,919
25,710
21,900
30,041
82,144
27,187
2" ARHM w/BASE REPAIRS
LA VACA ST
COLEFORD ST
CALLE EL TORO GRANDE
FORDVIEW ST
GRAYSTON DR
EL ROND LN
EAGLEMONT AVE
ROCKFIELD BLVD
GRAYSTON DR
OSPREY ST
4,503 SLURRY SEAL w/BASE REPAIRS AND INLAYS
22,740 SLURRY SEAL w/BASE REPAIRS AND INLAYS
15,659 SLURRY SEAL w/INLAYS
21,519 SLURRY SEAL w/INLAYS
EAGLEMONT AVE
BIRDROCK DR
MC COY RD
4,872 SLURRY SEAL w/BASE REPAIRS AND INLAYS
17,910 SLURRY SEAL w/BASE REPAIRS AND INLAYS
28,400 SLURRY SEAL w/BASE REPAIRS AND INLAYS
21,841 SLURRY SEAL w/INLAYS
23,028 SLURRY SEAL w/BASE REPAIRS AND INLAYS
21,966 SLURRY SEAL w/BASE REPAIRS AND INLAYS
19,677 SLURRY SEAL w/BASE REPAIRS AND INLAYS
23,065 SLURRY SEAL w/BASE REPAIRS AND INLAYS
REDLEN ST BUNBURY DR
CORTA CRESTA DR
CALLE TRES LOMAS
GOWDY AVE
ROCKFIELD BLVD
OSPREY ST
CALLE TRES LOMAS
CALLE EL TORO GRANDE
EAGLEMONT AVE
GRAYSTON DR
REDLIN ST
DUNE MEAR RD (W)
CAVANAUGH RD
CALLE TRES LOMAS
CALLE EL TORO DR
CUL DE SAC
BUNBURY DR
CUL DE SAC
DOWNLAND RD
WHISLER DR
END
MUIRLANDS BLVD
CORTA CRESTA DR
STEARN CIR
DALEVIEW ST
CUL DE SAC
OLIVE AVE
ORANGE AVE
CUL DE SAC
DURYEA DRIVE
DURYEA DRIVE 9,030 SLURRY SEAL w/INLAYS
EAGLEMONT AVENUE
EAGLEMONT AVENUE
EL CABALLO STREET
EL CABALLO STREET
EL CABALLO STREET
EL GATO WAY
DURYEA DR 12,677 SLURRY SEAL w/BASE REPAIRS AND INLAYS
15,715 2" ARHM w/BASE REPAIRS
26,677 SLURRY SEAL w/BASE REPAIRS AND INLAYS
20,826 SLURRY SEAL w/BASE REPAIRS AND INLAYS
16,018 SLURRY SEAL w/BASE REPAIRS AND INLAYS
12,151 SLURRY SEAL w/INLAYS
19,002 RECONSTRUCT SURFACE (AC)
26,332 SLURRY SEAL w/INLAYS
20,409 SLURRY SEAL w/INLAYS
11,863 SLURRY SEAL w/INLAYS
4,698
4,305
30,620 SLURRY SEAL w/BASE REPAIRS AND INLAYS
28,234 SLURRY SEAL w/INLAYS
24,050 SLURRY SEAL w/INLAYS
DUNE MEAR RD (W)
CORTA CRESTA DR
CALLE TRES LOMAS
BELQUEST DR
JUTEWOOD PL
JUTEWOOD PL
RIDGE ROUTE DR
EL TORO RD
EL PERRO STREET
EL ROND LANE
EL TORO FRONTAGE RD
EL TORO FRONTAGE RD
ENTRADOS DRIVE
ENTRADOS DRIVE
FARTHING STREET
FORDVIEW STREET
FORDVIEW STREET
FRONT STREET
WHISLER DR
BUNBURY DR
MUIRLANDS BLVD
JERONIMO RD
LOS ALISOS BLVD
DALEVIEW ST
CHERRY AVE
2" ARHM w/BASE REPAIRS
SLURRY SEAL w/BASE REPAIRS AND INLAYS
13,746 SLURRY SEAL w/BASE REPAIRS AND INLAYS
14,095 2" ARHM w/BASE REPAIRS
12,440 SLURRY SEAL w/BASE REPAIRS AND INLAYS
FRONT STREET
FRONT STREET
OLIVE AVE
ORANGE AVE
13 of 23
Item: 6
217
Appendix A Sorted by Treatment Year
Seven-Year Road Maintenance and Rehabilitation Plan based on City's Current Funding Local
Local
Limits of Work
Length of
Segment
Width of
Segment
Pavement
AreaStreet Name From To Type of Treatment Cost of Treatment Year of Treatment
GEMWOOD DRIVE
GEMWOOD DRIVE
GEMWOOD DRIVE
GEMWOOD DRIVE
GOLDEN EAGLE LANE
GONDOR DRIVE
GOWDY AVENUE
GOWDY AVENUE
GOWDY AVENUE
GOWDY AVENUE
GRASS STREET
GRAYSTON DRIVE
GRAYSTON DRIVE
GRAYSTON DRIVE
GREENBAY DRIVE
GUINEA DRIVE
HIGH PINE RD
GEMWOOD DR
GEMWOOD DR
BELGREEN PL
GOWDY AVE
ROCKFIELD BLVD
BEND AT FORK
RIDGE ROUTE DR
BEND AT FORK
DURYEA DR
PENFIELD ST 810
145
156
126
165
702
855
855
855
1,030
577
825
265
495
955
886
561
765
400
997
180
360
510
614
400
794
1,125
135
140
905
405
1,513
480
655
565
285
384
646
135
226
1,089
270
275
990
121
130
1,180
945
565
570
33 32
32 32
33 37
18 18
35 32
33 37
32 32
33 33
37 33
33 36
37 33
32 33
33 33
33 33
33 32
32 33
33 33
33 33
33 33
36 33
36 33
37 33
36 37
40 34
33 33
25,398 SLURRY SEAL w/INLAYS $
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
23,128
10,403
10,847
8,346
11,959
41,002
35,385
14,139
26,445
27,592
20,112
27,772
6,870
14,724
28,891
61,492
22,931
54,326
30,961
28,558
12,704
12,413
34,924
17,475
27,862
59,479
32,622
3,617
2028
2028
2028
2028
2028
2028
2028
2028
2028
2028
2028
2028
2028
2028
2028
2028
2028
2028
2028
2028
2028
2028
2028
2028
2028
2028
2028
2028
2028
2028
2028
2028
2028
2028
2028
2028
2028
2028
2028
2028
2028
2028
2028
2028
2028
2028
2028
2028
2028
2028
CUL DE SAC (E)
CUL DE SAC (W)
END
BLUE BIRD DR
GRAYSTON DR
RIDGE ROUTE DR
BEND AT FORK
DURYEA DR
CAVANAUGH RD
CUL DE SAC
DEVONSHIRE DR
DURYEA DR
DUNE MEAR RD
BELQUEST DR
OSPREY ST
BUNBURY DR
LANDISVIEW AVE
PALMEK CIR
EL TORO RD
CUL DE SAC
CUL DE SAC (S)
NORTH END
MUIRLANDS BLVD
RATON DR
CALLE EL TORO GRANDE
PENFIELD ST
ROCKFIELD BLVD
BELGREEN PL
ARROWWOOD ST
CUL DE SAC
ROCKFIELD BLVD
ALANWOOD ST
ARROWWOOD ST
CUL DE SAC
6,591
6,872
3,819
5,472
SLURRY SEAL w/BASE REPAIRS AND INLAYS
SLURRY SEAL w/BASE REPAIRS AND INLAYS
SLURRY SEAL w/BASE REPAIRS AND INLAYS
SLURRY SEAL w/BASE REPAIRS AND INLAYS
25,977 SLURRY SEAL w/BASE REPAIRS AND INLAYS
16,191 SLURRY SEAL w/BASE REPAIRS AND INLAYS
17,125 SLURRY SEAL w/INLAYS
29,041 SLURRY SEAL w/INLAYS
33,420 SLURRY SEAL w/INLAYS
TWIG ST 22,086 SLURRY SEAL w/INLAYS
30,498 SLURRY SEAL w/INLAYSBUCKLAND LN
DEVONSHIRE DR
DURYEA DR
JERONIMO RD
MCCOY RD
8,321 SLURRY SEAL w/INLAYS
16,170 SLURRY SEAL w/INLAYS
31,727 SLURRY SEAL w/INLAYS
28,137 SLURRY SEAL w/BASE REPAIRS AND INLAYS
25,182 SLURRY SEAL w/INLAYS
24,858 SLURRY SEAL w/BASE REPAIRS AND INLAYS
14,167 SLURRY SEAL w/BASE REPAIRS AND INLAYS
31,361 SLURRY SEAL w/INLAYS
GUINEA STREET REDLEN ST
HIGHPINE ROAD
HIGHPINE ROAD
JUTEWOOD PLACE
JUTEWOOD PLACE
LA ROSA DRIVE
SILVER BAY DR
LANDISVIEW AVE
EL GATO WY
GUINEA ST
PENFIELD ST
ARROWOOD ST
JUTEWOOD PL
CORTA CRESTA DR
RATON DR
BRIDGER RD
PENFIELD ST
ROCKFIELD BLVD
BELGREEN PL
ARROWWOOD ST
ANKERTON DR
ROCKFIELD BLVD
ALANWOOD ST
ARROWWOOD ST
DUNEMEAR RD
FARTHING ST
LA VACA ST
JUTEWOOD PL
MUIRLANDS BLVD
BLACKFOOT DR
ANKERTON DR
DOWNLAND DR
GUINEA ST
8,049 SLURRY SEAL w/BASE REPAIRS AND INLAYS
13,632 SLURRY SEAL w/INLAYS
15,980 SLURRY SEAL w/BASE REPAIRS AND INLAYS
19,190 SLURRY SEAL w/INLAYS
12,749 SLURRY SEAL w/BASE REPAIRS AND INLAYS
27,216 SLURRY SEAL w/BASE REPAIRS AND INLAYS
35,824 SLURRY SEAL w/INLAYS
LA ROSA DRIVE
LA VACA STREET
LA VACA STREET
LA VACA STREET
LANDISVIEW AVENUE
LANDISVIEW AVENUE
LANDISVIEW AVENUE
LANDISVIEW AVENUE
LANDISVIEW AVENUE
LARKWOOD LANE
LARKWOOD LANE
LARKWOOD LANE
LARKWOOD LANE
LAULHERE PLACE
LAUREL GROVE CIRCLE
LOBO DRIVE
LOS ANDES STREET
LOUMONT DRIVE
LOUMONT DRIVE
MARYVINE STREET
MC COY ROAD
MC COY ROAD
MEADOWBROOK CIRCLE
OLIVE AVENUE
3,972
4,364
SLURRY SEAL w/INLAYS
SLURRY SEAL w/BASE REPAIRS AND INLAYS 6,888
27,863 SLURRY SEAL w/INLAYS
15,010 SLURRY SEAL w/INLAYS
48,703 SLURRY SEAL w/INLAYS
14,885 SLURRY SEAL w/INLAYS
25,372
13,668
44,349
12,289
17,383
29,247
24,495
9,482
18,155
3,061
14,428
75,724
7,567
21,055 SLURRY SEAL w/INLAYS
18,530 SLURRY SEAL w/BASE REPAIRS AND INLAYS
11,208 SLURRY SEAL w/BASE REPAIRS AND INLAYS
11,485 SLURRY SEAL w/INLAYS
CUL DE SAC
GREENBAY DR
EL CABALLO ST
CUL DE SAC
CORTA CRESTA DR
CALLE EL TORO GRANDE
PALMEK CIR
GUINEA ST
CAVANAUGH RD
CUL DE SAC
FRONT ST
WHISLER DR
JERONIMO RD
DURYEA DR
CAVANAUGH RD
19,937 SLURRY SEAL w/INLAYS
3,708
6,602
SLURRY SEAL w/INLAYS
SLURRY SEAL w/BASE REPAIRS AND INLAYS
34,649 SLURRY SEAL w/BASE REPAIRS AND INLAYS
8,310
9,156
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS 7,559
31,391 SLURRY SEAL w/INLAYS 28,585
11,659
9,544
93,920
28,653
106,755
40,888
EL ROND LN
FRONT ST
MUIRLANDS BLVD
FRONT ST
RESPIT DR
5,335
4,367
SLURRY SEAL w/BASE REPAIRS AND INLAYS
SLURRY SEAL w/BASE REPAIRS AND INLAYS
ORANGE AVENUE
ORANGE AVENUE
OSPREY STREET
42,975 SLURRY SEAL w/BASE REPAIRS AND INLAYS
31,466 SLURRY SEAL w/INLAYS
18,318 2" ARHM w/BASE REPAIRS
OSPREY STREET DURYEA DR 18,709 SLURRY SEAL w/BASE REPAIRS AND INLAYS 14 of 23
Item: 6
218
Appendix A Sorted by Treatment Year
Seven-Year Road Maintenance and Rehabilitation Plan based on City's Current Funding Local
Local
Limits of Work
Length of
Segment
Width of
Segment
Pavement
AreaStreet Name From To Type of Treatment Cost of Treatment Year of Treatment
PACKER PLACE
PACKER PLACE
PALMEK CIRCLE
PALMEK CIRCLE
PARKHILL ROAD
PENFIELD ST
PENFIELD ST
PENFIELD ST
QUAIL WAY
RATON DRIVE
RAYMOND WAY
RAYMOND WAY
RAYMOND WAY
RED ROBIN LANE
REDLEN STREET
RESPIT ROAD
BENDRICON LN
RAYMOND WY
HIGHPINE RD
ARROWOOD ST
DEVONSHIRE DR
CUL DE SAC (N)
SILVER BAY DR
LANDISVIEW AVE
WHITE DOVE DR
LA VACA ST
PACKER PL
PACKER PL
EL TORO RD
GOWDY AVE
DUNE MEAR RD
EL ROND LN
OSPREY ST
RATON DR
RAYMOND WY
CUL DE SAC
PENFIELD ST
CUL DE SAC
260
475
1,010
390
380
130
705
1,188
870
525
240
774
492
318
459
715
485
840
950
148
390
338
249
465
508
280
178
686
1,465
545
440
605
1,369
200
755
375
308
121
520
185
825
230
1,120
830
205
510
148
528
397
902
37 37
33 36
37 33
33 33
33 33
33 37
37 33
36 37
37 33
33 34
33 33
37 33
33 60
32 33
33 33
36 37
33 33
33 33
33 33
33 36
35 37
37 37
33 37
37 37
33 33
11,214 SLURRY SEAL w/INLAYS $
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
9,258
31,970
73,945
23,745
32,369
12,835
51,120
83,823
182,535
33,269
8,053
25,822
19,660
72,225
32,250
154,462
108,457
29,033
66,962
12,722
21,343
13,237
15,915
102,850
39,933
40,842
4,324
131,681
43,039
28,264
14,577
132,660
70,271
18,746
59,308
13,204
18,436
4,799
2028
2028
2028
2028
2028
2028
2028
2028
2028
2028
2028
2028
2028
2028
2028
2028
2028
2028
2028
2028
2028
2028
2028
2028
2028
2028
2028
2028
2028
2028
2028
2028
2028
2029
2029
2029
2029
2029
2029
2029
2029
2029
2029
2029
2029
2029
2029
2029
2029
2029
20,255 SLURRY SEAL w/BASE REPAIRS AND INLAYS
33,835 SLURRY SEAL w/BASE REPAIRS AND INLAYS
15,044 SLURRY SEAL w/BASE REPAIRS AND INLAYS
14,811 SLURRY SEAL w/BASE REPAIRS AND INLAYSGONDOR DR
SILVER BAY DR
LANDISVIEW AVE
LARKWOOD LN
CUL DE SAC
EL TORO RD
CUL DE SAC (W)
EL TORO RD
CUL DE SAC (E)
CUL DE SAC
5,873 SLURRY SEAL w/BASE REPAIRS AND INLAYS
23,391 SLURRY SEAL w/BASE REPAIRS AND INLAYS
38,355 SLURRY SEAL w/BASE REPAIRS AND INLAYS
31,321 2" ARHM w/BASE REPAIRS
15,223 SLURRY SEAL w/BASE REPAIRS AND INLAYS
8,844 SLURRY SEAL w/INLAYS
28,357 SLURRY SEAL w/INLAYS
21,590 SLURRY SEAL w/INLAYS
12,393 2" ARHM w/BASE REPAIRS
20,432 SLURRY SEAL w/BASE REPAIRS AND INLAYS
26,504 2" ARHM w/BASE REPAIRS
18,610 2" ARHM w/BASE REPAIRS
31,883 SLURRY SEAL w/INLAYS
GUINEA ST
OSPREY ST
RESPIT ROAD BLUERIDGE RD
CUL DE SAC
PENFIELD ST
BELGREEN PL
GREENBAY DR
CUL DE SAC
SAGUARO STREET
SILVERBAY DRIVE
SILVERBAY DRIVE
STEARN CIRCLE
STEM AVENUE
SUNNYBROOK CIRCLE
SWALLOW LANE
SWAN DRIVE
SWARTZ DRIVE
TULIP STREET
TULIP STREET
TWIG STREET
TWIG STREET
WHISLER DRIVE
WHITE DOVE DRIVE
WILLARD AVENUE
ALDERWOOD
ANTHONY DRIVE
ARDER COURT
ASHBROOK
ASHFIELD
ASHWOOD
AUBURN DALE DRIVE
AUBURN DALE DRIVE
AWLSBURY COURT
BAKE LANE
BRIDGER RD 30,640 SLURRY SEAL w/BASE REPAIRS AND INLAYS
ROCKFIELD DR
FARTHING ST
TWIG ST
RIDGE ROUTE DR
SWAN DR
BLUE BIRD DR
EL TORO RD
MUIRLANDS BLVD
CORTA CRESTA DR
FORDVIEW ST
GRASS ST
5,821 SLURRY SEAL w/BASE REPAIRS AND INLAYS
13,522 SLURRY SEAL w/BASE REPAIRS AND INLAYS
14,537 SLURRY SEAL w/INLAYS
10,083 SLURRY SEAL w/BASE REPAIRS AND INLAYS
17,648 2" ARHM w/BASE REPAIRS
18,272 SLURRY SEAL w/BASE REPAIRS AND INLAYS
18,688 SLURRY SEAL w/BASE REPAIRS AND INLAYS
CUL DE SAC
CUL DE SAC
SWALLOW LN
CUL DE SAC
CORTA CRESTA DR
CALLE TRES LOMAS
GRASS ST
4,748 SLURRY SEAL w/INLAYS
22,595 2" ARHM w/BASE REPAIRS
47,264 SLURRY SEAL w/INLAYS
17,907 SLURRY SEAL w/BASE REPAIRS AND INLAYS
16,008 SLURRY SEAL w/INLAYS
22,763 2" ARHM w/BASE REPAIRS
STEM AVE
EL TORO FRONTAGE RD
SWAN DR
ORANGE AVE
ROCKFIELD BLVD
BELQUEST DR
CUL DE SAC
CUL DE SAC
CUL DE SAC
CUL DE SAC
CUL DE SAC
CUL DE SAC
SERRANO RD
CHAPEL HILL DR
MARYHURST CT
ONTARIO LN (PRIVATE)
TOLEDO LN
GREENBAY DR
BROOKHAVEN
JERONIMO RD
CAMPO ROJO
CHERRY AVE
ASHBROOK
SPRING GLEN
WILLIAMSBURG CT
SERRANO RD
REVERE RD
JERONIMO LN
ONTARIO LN (PRIVATE)
WINDING WY
KILLY ST
CHERRY AVE
DUNKENFIELD CIR
GLEN ACRES
44,521 SLURRY SEAL w/BASE REPAIRS AND INLAYS
8,328 SLURRY SEAL w/BASE REPAIRS AND INLAYS
26,347 SLURRY SEAL w/BASE REPAIRS AND INLAYS
14,078 SLURRY SEAL w/INLAYS
11,340 SLURRY SEAL w/BASE REPAIRS AND INLAYS
5,117
19,597 SLURRY SEAL w/BASE REPAIRS AND INLAYS
7,557 SLURRY SEAL w/INLAYS
30,359 SLURRY SEAL w/INLAYS
8,168 SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
44,113
7,088
25,817
6,946
35,424
29,014
7,863
18,395
3,790
41,657 SLURRY SEAL w/INLAYS
30,934 SLURRY SEAL w/INLAYSBAKE LANE
BASS LAKE CIRCLE
BAYES STREET
BENNETT
BLOSSOM PARK STREET
BRIARCROFT
CUL DE SAC 8,383
19,612 SLURRY SEAL w/INLAYS
4,457 SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
DUNKENFIELD CIR
BROOKHAVEN
KILLY ST
CUL DE SAC
CUL DE SAC
20,227 SLURRY SEAL w/INLAYS
14,951 SLURRY SEAL w/BASE REPAIRS AND INLAYS
30,998 SLURRY SEAL w/INLAYS
18,971
24,306
26,360BROADLEAF GLEN ACRES
15 of 23
Item: 6
219
Appendix A Sorted by Treatment Year
Seven-Year Road Maintenance and Rehabilitation Plan based on City's Current Funding Local
Local
Limits of Work
Length of
Segment
Width of
Segment
Pavement
AreaStreet Name From To Type of Treatment Cost of Treatment Year of Treatment
BROOKHAVEN
BROOKHAVEN
BROOKMONT
BUCKWOOD
CAMPO ROJO
CAMPO ROJO
CANARD LANE
CEDARSPRING
SOUTHBROOK
GREENBANK
CEDARSPRING
CHERRY AVE
COSTA BELLA DR
LA BRISA RD
JERONIMO RD
CHERRY AVE
GLEN ACRES
RIDGE ROUTE DR
ROCKFORD DR
MAMMOTH CIR
JERONIMO RD
2ND ST
GREENBANK 515
552
584
387
561
778
144
394
896
418
750
614
645
865
735
1,045
595
505
605
689
290
290
345
443
720
704
148
678
499
675
646
233
174
395
405
316
485
295
1,005
587
384
370
425
446
450
510
416
515
915
1,205
37 37
35 34
33 33
33 37
37 33
36 33
36 36
35 36
36 36
36 37
33 33
33 33
33 33
37 33
33 37
33 34
33 33
33 33
33 37
36 37
37 33
33 33
33 37
33 33
36 36
18,317 SLURRY SEAL w/INLAYS
21,180 SLURRY SEAL w/INLAYS
22,364 SLURRY SEAL w/INLAYS
14,187 SLURRY SEAL w/INLAYS
19,714 SLURRY SEAL w/BASE REPAIRS AND INLAYS
25,626 SLURRY SEAL w/INLAYS
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
17,180
19,865
20,976
13,306
32,050
21,792
4,630
2029
2029
2029
2029
2029
2029
2029
2029
2029
2029
2029
2029
2029
2029
2029
2029
2029
2029
2029
2029
2029
2029
2029
2029
2029
2029
2029
2029
2029
2029
2029
2029
2029
2029
2029
2029
2029
2029
2029
2029
2029
2029
2029
2029
2029
2029
2029
2029
2029
2029
CUL DE SAC
CUL DE SAC
CUL DE SAC
CUL DE SAC
MAZA CT
RUMBLE DR
GLEN ACRES
CUL DE SAC
CUL DE SAC
AUBURN DALE DR
PINE FLAT CIR
2ND ST
CEDARSPRING
FERNBANK
CRESTBROOK
PRINCETON WY
BENNETT
TRABUCO RD
CUL DE SAC
CUL DE SAC
CUL DE SAC
CUL DE SAC
LAUREL WOOD ST
PIZARRO RD
5,445 SLURRY SEAL w/INLAYS
13,628 SLURRY SEAL w/INLAYS
34,950 SLURRY SEAL w/INLAYS
15,580 SLURRY SEAL w/INLAYS
27,778 SLURRY SEAL w/INLAYS
18,789 SLURRY SEAL w/INLAYS
22,429 SLURRY SEAL w/INLAYS
30,485 SLURRY SEAL w/INLAYS
25,555 SLURRY SEAL w/INLAYS
36,290 SLURRY SEAL w/INLAYS
21,349 SLURRY SEAL w/INLAYS
17,233 SLURRY SEAL w/INLAYS
22,000 SLURRY SEAL w/INLAYS
29,770 SLURRY SEAL w/INLAYS
11,056 SLURRY SEAL w/INLAYS
11,417 SLURRY SEAL w/INLAYS
13,188 SLURRY SEAL w/BASE REPAIRS AND INLAYS
15,423 SLURRY SEAL w/INLAYS
22,165 SLURRY SEAL w/INLAYS
16,965 SLURRY SEAL w/INLAYS
12,782
32,780
14,613
26,054
17,623
21,037
25,924
21,732
30,860
18,155
14,655
18,708
27,922
10,370
10,708
21,440
14,466
18,849
14,427
4,540
CEDARSPRING
CHAPARRAL LANE
CHAPEL HILL DRIVE
CHASTER ROAD
CHERRY AVENUE
CHERRY AVENUE
CHERRY AVENUE
CHERRY AVENUE
CHERRY AVENUE
CHERRY AVENUE
CHERRY AVENUE
CINNAMON ROAD
CLAUDE CIRCLE
CLAUDE CIRCLE
COLDBROOK
CORAL WOOD STREET
COSTA BELLA DRIVE
COSTA BELLA DRIVE
CRESTBROOK
CRYSTAL CIRCLE
DARTMOUTH CIRCLE
DAYTON DRIVE
DEBRA STREET
DESERT WOOD STREET
DONNA LANE
DUNKENFIELD CIRCLE
DUNKENFIELD CIRCLE
EAGLE LAKE CIRCLE
ESROSE COURT
FERNBANK
FOXBOROUGH WAY
GINGER ROAD
GLEN ACRES
GLENNHURST
GREENBANK
GREENHILL
HAZELNUT LANE
HAZELWOOD
CEDARSPRING
FERNBANK
CRESTBROOK
PRINCETON WY
BENNETT
TIMBERLINE WY
BAYES ST
BLOSSOM PARK
HAZELWOOD
DESERT WOOD ST
RIDGE ROUTE DR
PIZARRO RD VISTA FUSCO
SOUTHBROOK
CUL DE SAC
CHERRY AVE 4,841 SLURRY SEAL w/INLAYS
SHASTA LAKE RD
FOXBOROUGH WY
SERRANO RD
TONIA AVE
CORAL WOOD ST
DEBRA ST
26,516 SLURRY SEAL w/BASE REPAIRS AND INLAYS
18,395 SLURRY SEAL w/INLAYS
26,829 SLURRY SEAL w/INLAYS
43,108
17,253
22,815
19,993
8,744
CUL DE SAC
WINDWOOD LN
JONATHAN AVE
WILLOW WOOD ST
CUL DE SAC
CUL DE SAC
CUL DE SAC
23,511 SLURRY SEAL w/INLAYS
9,323
7,154
SLURRY SEAL w/INLAYS
SLURRY SEAL w/BASE REPAIRS AND INLAYS 11,631
14,542
14,877
19,688
16,796
15,189
30,613
22,030
11,791
13,312
25,327
26,748
15,456
29,569
25,779
15,866
55,078
37,741
BAYES ST 15,504 SLURRY SEAL w/INLAYS
15,862 SLURRY SEAL w/INLAYS
12,110 SLURRY SEAL w/BASE REPAIRS AND INLAYS
17,908 SLURRY SEAL w/INLAYS
BLOSSOM PARK ST
WINDING WY
CHERRY AVE
CHERRY AVE
TOLEDO WY
TIMBERLINE WY
CEDARSPRING
BROOKHAVEN
BROOKHAVEN
BROOKHAVEN
PEWTER LN
BROOKMONT
FERNBANK
FOXBOROUGH WY
BAKE LN
CUL DE SAC
CUL DE SAC
HAZELWOOD
WILLIAMSBURG CT
CUL DE SAC
SPRINGWATER
CUL DE SAC
CUL DE SAC
CUL DE SAC
LANTERN LN
FERNBANK
CUL DE SAC
CUL DE SAC
JERONIMO LN (WEST ENTERANCE)
JERONIMO LN (EAST ENTERANCE)
9,343 SLURRY SEAL w/BASE REPAIRS AND INLAYS
35,999 SLURRY SEAL w/INLAYS
23,488 SLURRY SEAL w/INLAYS
13,866 SLURRY SEAL w/INLAYS
14,193 SLURRY SEAL w/INLAYS
15,579 SLURRY SEAL w/BASE REPAIRS AND INLAYS
16,453 SLURRY SEAL w/BASE REPAIRS AND INLAYS
16,479 SLURRY SEAL w/INLAYS
18,188 SLURRY SEAL w/BASE REPAIRS AND INLAYS
15,857 SLURRY SEAL w/BASE REPAIRS AND INLAYS
18,657 SLURRY SEAL w/INLAYS
HAZELWOOD
HEATHEROW CIRCLE
JERONIMO LN 33,879 SLURRY SEAL w/BASE REPAIRS AND INLAYS 44,381 SLURRY SEAL w/INLAYSJERONIMO LN JERONIMO LN (WEST ENTERANCE) 16 of 23
Item: 6
220
Appendix A Sorted by Treatment Year
Seven-Year Road Maintenance and Rehabilitation Plan based on City's Current Funding Local
Local
Limits of Work
Length of
Segment
Width of
Segment
Pavement
AreaStreet Name From To Type of Treatment Cost of Treatment Year of Treatment
JERONIMO LN
JERONIMO LN
JERONIMO LN
JONATHAN AVENUE
JUBILO PLACE
JERONIMO LN (EAST ENTERANCE)
JERONIMO RD (WEST)
JERONIMO RD (EAST)
TAMA DR
MAZA CT
TOLEDO WY
CAMPO ROJO
SERRANO RD
TOLEDO WY
CUL DE SAC (S)
LAKEFIELD ST
CHAPARRAL LN
JERONIMO RD
PEWTER LN
CUL DE SAC 630
55 50
36 36
36 33
33 37
33 36
37 37
37 33
33 33
33 33
33 42
37 33
33 36
34 33
33 37
33 33
33 36
33 36
37 32
36 33
33 33
32 32
33 32
32 36
36 36
37 35
37 37
24,755 SLURRY SEAL w/INLAYS $
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
21,051
5,123
1,476
2029
2029
2029
2029
2029
2029
2029
2029
2029
2029
2029
2029
2029
2029
2029
2029
2029
2029
2029
2029
2029
2029
2029
2029
2029
2029
2029
2029
2029
2029
2029
2029
2029
2029
2029
2029
2029
2029
2029
2029
2029
2029
2029
2029
2029
2029
2029
2029
2029
2029
JERONIMO LN (WEST)
JERONIMO LN (EAST)
DEBRA ST
ROMERA PL
BLOSSOM PARK ST
PIZARRO RD
2,276
1,736
8,702
SLURRY SEAL w/BASE REPAIRS AND INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS213
915
1,070
259
1,030
445
423
125
390
341
470
1,142
320
425
100
795
485
1,150
115
157
253
652
623
785
860
180
397
198
876
1,910
121
915
260
435
665
157
1,148
210
154
121
690
395
470
645
370
1,125
686
8,162
31,516 SLURRY SEAL w/INLAYS
40,295 SLURRY SEAL w/BASE REPAIRS AND INLAYS
29,560
65,509
8,931
KILLY STREET
LA BRISA ROAD
LAKE VISTA DRIVE
LAKEFIELD STREET
LAKELAND AVENUE
LAKELAND AVENUE
LANTERN LANE
LAUREL WOOD STREET
LOGANBERRY LANE
MAMMOTH CIRCLE
MARYLHURST COURT
MARYLHURST COURT
MAZA COURT
MILES AVENUE
MINA COURT
OWENS LAKE CIRCLE
PANA COURT
PARTIDO LANE
PEWTER LANE
PINE FLAT CIRCLE
PINO LANE
PIZARRO ROAD
PIZARRO ROAD
PRADO LANE
PRINCETON WAY
RADA AVENUE
REVERE ROAD
RIVENDELL DRIVE
ROCHELLE LANE
ROCKFORD DRIVE
ROMERA PLACE
ROMERA PLACE
ROMERA PLACE
RUDOLPH CIRCLE
RUMBLE DRIVE
RUMBLE DRIVE
SARAH LANE
9,522 SLURRY SEAL w/INLAYS
CUL DE SAC 39,449 SLURRY SEAL w/INLAYS
16,106 SLURRY SEAL w/BASE REPAIRS AND INLAYS
17,312 SLURRY SEAL w/BASE REPAIRS AND INLAYS
37,000
26,184
28,145
38,321
13,325
28,962
13,892
43,386
10,743
13,653
8,374
28,368
16,678
64,099
8,407
7,233
8,245
36,088
18,716
21,718
26,560
9,086
11,727
7,703
29,563
117,658
8,564
LAKELAND AVE
LAKEFIELD ST
CUL DE SAC (N)
HAZELNUT LN
WILLOW WOOD ST
LANTERN LN
WINDING WY
CUL DE SAC (S)
CUL DE SAC (N)
CUL DE SAC
6,384 2" ARHM w/BASE REPAIRS
14,207 SLURRY SEAL w/INLAYS
12,866 SLURRY SEAL w/BASE REPAIRS AND INLAYS
16,336 SLURRY SEAL w/INLAYS
46,258 SLURRY SEAL w/INLAYS
12,633 SLURRY SEAL w/INLAYS
16,055 SLURRY SEAL w/INLAYS
CHASTER RD
AWLSBURY CT
AWLSBURY CT
CAMPO ROJO
JERONIMO RD
CHERRY AVE
PINE FLAT CIR
VISTA FUSCO
RIDGE ROUTE DR
LOGANBERRY LN
CHASTER RD
EL TORO RD
COSTA BELLA DR
LA BRISA RD
ROMERA PL
CHERRY AVE
5,151 SLURRY SEAL w/BASE REPAIRS AND INLAYS
CUL DE SAC
CUL DE SAC
30,246 SLURRY SEAL w/INLAYS
17,782 SLURRY SEAL w/INLAYS
39,428 SLURRY SEAL w/BASE REPAIRS AND INLAYSSHASTA LAKE RD
CUL DE SAC
COSTA BELLA DR
HAZELNUT LN
OWENS LAKE CIR
JUBILO PL
LA BRISA RD
ROMERA PL
TOLEDO WY
REVERE RD
5,171
4,449
8,791
SLURRY SEAL w/BASE REPAIRS AND INLAYS
SLURRY SEAL w/BASE REPAIRS AND INLAYS
SLURRY SEAL w/INLAYS
22,198 SLURRY SEAL w/BASE REPAIRS AND INLAYS
22,009 SLURRY SEAL w/INLAYS
25,539 SLURRY SEAL w/INLAYS
28,318 SLURRY SEAL w/INLAYS
5,589
13,790 SLURRY SEAL w/INLAYS
8,213 SLURRY SEAL w/INLAYS
SLURRY SEAL w/BASE REPAIRS AND INLAYS
RUMBLE DR CUL DE SAC
PRINCETON WY
STEINWAY CIR
TAMA DR
PRINCETON WY
JUBILO PL
PIZARRO RD
PRADO LN
RUMBLE DR
CANARD LN
MILES AVE
TAMA DR
TAMA DR
EL TORO RD
SPRINGWATER
CHERRRY AVE
LOS ALISOS BLVD
TOLEDO WY
LAKE VISTA DR
QUIET OAK DR (PRIVATE)
CHAPEL HILL DR
JERONIMO RD
CUL DE SAC
CHAPEL HILL DR
PIZARRO RD
PRADO LN
VISTA FUSCO
CUL DE SAC
MILES AVE
CUL DE SAC
CUL DE SAC
CUL DE SAC
31,520 SLURRY SEAL w/INLAYS
72,372 SLURRY SEAL w/BASE REPAIRS AND INLAYS
5,268
33,467 SLURRY SEAL w/INLAYS
9,148 SLURRY SEAL w/INLAYS
SLURRY SEAL w/BASE REPAIRS AND INLAYS
31,390
8,580
14,129 SLURRY SEAL w/BASE REPAIRS AND INLAYS
21,570 SLURRY SEAL w/BASE REPAIRS AND INLAYS
22,970
35,067
10,574
31,369
7,388
6,504 SLURRY SEAL w/BASE REPAIRS AND INLAYS
36,888 SLURRY SEAL w/INLAYS
8,688
6,470
5,175
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
SLURRY SEAL w/BASE REPAIRS AND INLAYS
6,068
8,413SCOTT LANE
SECOND STREET
SECOND STREET
SECOND STREET
SECOND STREET
SERRANO ROAD
SERRANO ROAD
SERRANO ROAD
SPRINGWATER
CHERRY AVE
CUL DE SAC
25,353 SLURRY SEAL w/INLAYS
13,623 SLURRY SEAL w/INLAYS
17,052 SLURRY SEAL w/INLAYS
25,564 SLURRY SEAL w/INLAYS
13,701 SLURRY SEAL w/INLAYS
40,101 SLURRY SEAL w/INLAYS
24,145 SLURRY SEAL w/INLAYS
23,779
12,777
15,993
23,977
11,651
34,101
20,533
CUL DE SAC
LAKE VISTA DR
QUIET OAK DR (PRIVATE)
SHASTA LAKE RD
17 of 23
Item: 6
221
Appendix A Sorted by Treatment Year
Seven-Year Road Maintenance and Rehabilitation Plan based on City's Current Funding Local
Local
Limits of Work
Length of
Segment
Width of
Segment
Pavement
AreaStreet Name From To Type of Treatment Cost of Treatment Year of Treatment
SERRANO ROAD
SERRANO ROAD
SERRANO ROAD
SERRANO ROAD
SERRANO ROAD
SERRANO ROAD
SERRANO ROAD
SERRANO ROAD
SERRANO ROAD
SHADY GROVE CIRCLE
SHASTA LAKE ROAD
SHASTA LAKE ROAD
SHAVER LAKE CIRCLE
SKY DRIVE
SOUTHBROOK
SPRING GLEN
SPRINGWATER
STEINWAY CIRCLE
STELLA COURT
TAMA DRIVE
TIA COURT
TIMBERLINE WAY
TOLEDO LANE
TOLEDO LANE
TOLEDO LANE
TOLEDO LANE
TOLEDO LANE
TOLEDO LANE
TOLEDO WAY
TONIA AVENUE
VILLAGE DRIVE
VILLAGE WOOD LANE
VISTA FUSCO
VISTA FUSCO
WAGAR STREET
WESTOVER CIRCLE
WILLIAMSBURG COURT
WILLOW WOOD STREET
WINDING WAY
WINDING WAY
WOOD SHADOW LANE
ALDER WAY
ALISO VIEW CIRCLE
BIG SPRINGS ROAD
BROOKHILL ROAD
BRUSHWOOD LN
CAMELBACK ROAD
CANYON VISTA DRIVE
CEDAR RIDGE ROAD
CHIMNEY ROCK
SHASTA LAKE RD
WINDING WY
DAYTON DR
DAYTON DR
SHOSHONE DR
RIDGE ROUTE DR
GREENWOOD LN
SILVER SPUR
EL TORO RD
VILLAGE WOOD LN
PINE FLAT CIR
CRYSTAL CIR
CHASTER RD
SECOND ST
BROOKHAVEN
ASHWOOD
SECOND ST
RUMBLE DR
SECOND ST
JONATHAN AVE
VISTA FUSCO
DAYTON DR
BAKE LN
TOLEDO LN (WEST ENTERANCE)
TAHOE LN
TOLEDO LN (EAST ENTERANCE)
TOLEDO WY (WEST)
TOLEDO WY (EAST)
FOXBOROUGH WY
ANTHONY DR
SECOND ST
RIDGE ROUTE DR
PIZARRO RD
COSTA BELLA DR
BLOSSOM PARK ST
FOXBOROUGH WY
FOXBOROUGH WY
DESERT WOOD ST
SHAVER LAKE CIR
MAMMOTH CIR
VILLAGE WOOD LN
SADDLEBACK RANCH RD
MISTY RIDGE LN
WILLOW BROOK LN
WILLOW BROOK LN
SHADY RIDGE LN
WILLOW BROOK LN
GLENN RANCH WAY
WILLOW BROOK LN
WILLOW BROOK LN
WINDING WY 1,775
530
925
415
846
554
935
765
138
394
260
886
1,002
384
465
249
1,165
485
230
932
105
512
475
995
715
1,050
55 37
37 37
37 37
36 36
37 36
33 37
37 36
33 33
33 37
33 33
33 36
37 37
37 37
37 37
37 36
32 37
33 33
33 37
33 36
33 37
37 33
37 33
33 33
33 33
37 37
33 64,994 SLURRY SEAL w/INLAYS
18,778 SLURRY SEAL w/INLAYS
33,884 SLURRY SEAL w/INLAYS
14,759 SLURRY SEAL w/INLAYS
30,744 SLURRY SEAL w/INLAYS
19,667 SLURRY SEAL w/INLAYS
32,347 SLURRY SEAL w/INLAYS
27,784 SLURRY SEAL w/BASE REPAIRS AND INLAYS
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
55,270
15,969
28,814
12,551
28,836
16,725
27,507
45,169
8,337
2029
2029
2029
2029
2029
2029
2029
2029
2029
2029
2029
2029
2029
2029
2029
2029
2029
2029
2029
2029
2029
2029
2029
2029
2029
2029
2029
2029
2029
2029
2029
2029
2029
2029
2029
2029
2029
2029
2029
2029
2029
2030
2030
2030
2030
2030
2030
2030
2030
2030
LAKE FOREST DR
LAKE FOREST DR
SHOSHONE DR
RIDGE ROUTE DR
GREENWOOD LN
SILVER SPUR
EL TORO RD
AUBURN DALE
CUL DE SAC
CRYSTAL CIR
SERRANO RD
WINDING WY
CUL DE SAC
CUL DE SAC
SPRINGWATER
GLEN ACRES
RIVENDELL DR
CUL DE SAC
TOLEDO WY
CUL DE SAC
CINNAMON RD
TOLEDO LN (WEST ENTERANCE)
TAHOE LN
TOLEDO LN (EAST ENTERANCE)
CUL DE SAC
TOLEDO LN (WEST)
TOLEDO LN (EAST)
EL TORO RD
DEBRA ST
CUL DE SAC
WOOD SHADOW LN
COSTA BELLA DR
CUL DE SAC
SERRANO RD
CUL DE SAC
AUBURN DALE WY
LAUREL WOOD ST
MAMMOTH CIR
SERRANO RD
JERONIMO RD
ECHO PASS RD
CUL DE SAC
CUL DE SAC
CUL DE SAC
END
CUL DE SAC
SLEEPING OAK DRIVE
SADDLEBACK RANCH RD
CUL DE SAC
5,128
15,323 SLURRY SEAL w/INLAYS
8,735 SLURRY SEAL w/INLAYS
SLURRY SEAL w/BASE REPAIRS AND INLAYS
14,372
7,428
32,243 SLURRY SEAL w/INLAYS
36,176 SLURRY SEAL w/INLAYS
15,895 SLURRY SEAL w/INLAYS
17,676 SLURRY SEAL w/INLAYS
27,419
33,930
14,908
16,579
7,855
40,871
15,483
8,290
8,375 SLURRY SEAL w/INLAYS
43,576 SLURRY SEAL w/INLAYS
16,508 SLURRY SEAL w/INLAYS
8,839
31,575 SLURRY SEAL w/BASE REPAIRS AND INLAYS
5,083 SLURRY SEAL w/BASE REPAIRS AND INLAYS
SLURRY SEAL w/INLAYS
51,333
8,264
17,719 SLURRY SEAL w/INLAYS
17,659 SLURRY SEAL w/INLAYS
36,215 SLURRY SEAL w/BASE REPAIRS AND INLAYS
26,184 SLURRY SEAL w/BASE REPAIRS AND INLAYS
40,257 SLURRY SEAL w/INLAYS
15,068
16,563
58,876
58,941
34,234
1,618
3,812
17,541
7,667
35,748
11,310
31,161
6,912
1,903
2,345
SLURRY SEAL w/INLAYS
SLURRY SEAL w/BASE REPAIRS AND INLAYS55
550
302
555
374
1,040
162
120
518
480
427
245
640
410
144
249
610
594
184
719
988
1,280
591
20,627 SLURRY SEAL w/INLAYS
9,016 SLURRY SEAL w/INLAYS
21,989 SLURRY SEAL w/BASE REPAIRS AND INLAYS
12,059 SLURRY SEAL w/INLAYS
33,223 SLURRY SEAL w/INLAYS
7,369
3,885
SLURRY SEAL w/INLAYS
SLURRY SEAL w/BASE REPAIRS AND INLAYS 6,316
18,960 SLURRY SEAL w/INLAYS
18,006 SLURRY SEAL w/INLAYS
15,296 SLURRY SEAL w/BASE REPAIRS AND INLAYS
17,783
16,888
24,867
8,800
19,454
13,886
3,815
9,382 SLURRY SEAL w/INLAYS
22,877 SLURRY SEAL w/INLAYS
14,805 SLURRY SEAL w/INLAYS
4,356
9,379
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS 8,215
21,511 SLURRY SEAL w/INLAYS
20,801 SLURRY SEAL w/INLAYS
18,841
20,095
6,819
41,196
36,441
44,617
20,349
7,059 SLURRY SEAL w/INLAYS
24,602 SLURRY SEAL w/BASE REPAIRS AND INLAYS
41,604 SLURRY SEAL w/INLAYS
46,184 SLURRY SEAL w/INLAYS
21,064 SLURRY SEAL w/INLAYS
18 of 23
Item: 6
222
Appendix A Sorted by Treatment Year
Seven-Year Road Maintenance and Rehabilitation Plan based on City's Current Funding Local
Local
Limits of Work
Length of
Segment
Width of
Segment
Pavement
AreaStreet Name From To Type of Treatment Cost of Treatment Year of Treatment
DEFINITION
DORADO DRIVE
DORADO DRIVE
ECHO PASS ROAD
GLENN RANCH RD
PENDLETON RD
TORRES WY
SYCAMORE GLEN DR
GLENN RANCH RD
JASPER HILL RD
RED BLUFF DR
SHADOW OAK DR
MILLWOOD RD
SYCAMORE GLEN DR
SYCAMORE GLEN DR
VIA CORONA
ICON
TORRES WY
CUL DE SAC
CUL DE SAC
ICON
1,085
1,180
1,045
984
1,320
653
814
292
981
886
1,595
1,539
1,460
1,110
1,740
446
115
110
338
2,192
1,322
709
620
453
669
633
482
144
1,129
978
1,355
1,465
365
60 37
33 34
60 37
37 33
33 33
37 37
40 37
37 37
26 30
33 37
37 33
33 33
33 37
33 37
37 37
36 36
36 36
60 60
60 36
36 36
36 33
37 37
37 33
33 37
37 37
64,375 SLURRY SEAL w/INLAYS
43,263 SLURRY SEAL w/INLAYS
36,671 SLURRY SEAL w/INLAYS
37,236 SLURRY SEAL w/INLAYS
79,843 SLURRY SEAL w/INLAYS
23,429 SLURRY SEAL w/INLAYS
28,823 SLURRY SEAL w/INLAYS
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
62,190
37,894
32,120
32,615
77,133
20,521
25,246
8,685
32,550
51,637
55,767
54,143
54,821
35,254
56,185
13,882
2,063
15,247
12,556
71,472
45,507
22,218
35,687
15,480
38,656
19,750
16,899
3,868
39,243
30,289
41,620
50,127
11,573
32,016
53,212
43,176
32,026
26,871
9,085
2030
2030
2030
2030
2030
2030
2030
2030
2030
2030
2030
2030
2030
2030
2030
2030
2030
2030
2030
2030
2030
2030
2030
2030
2030
2030
2030
2030
2030
2030
2030
2030
2030
2030
2030
2030
2030
2030
2030
2030
2030
2030
2030
2030
2030
2030
2030
2030
2030
2030
ELLIPSE
FAWN RIDGE ROAD
FAWN RIDGE ROAD
GLENN RANCH WAY
HARVEST VIEW LANE
HIGHLAND VIEW LANE
HIGHRIDGE WAY
RED BLUFF DR
SADDLEBACK RANCH ROAD
MISTY RIDGE LN
CUL DE SAC
CUL DE SAC
VIA CORONA
MALABAR ROAD
DEFINITION
FAWN RIDGE RD
RED BLUFF DR
WILLOW BROOK LN
END
E. CITY LIMITS
CUL DE SAC
HIGHRIDGE
9,916 SLURRY SEAL w/INLAYS
33,694 SLURRY SEAL w/INLAYS
30,837 SLURRY SEAL w/BASE REPAIRS AND INLAYS
57,726 SLURRY SEAL w/INLAYS
56,045 SLURRY SEAL w/INLAYS
62,588 SLURRY SEAL w/INLAYS
40,249 SLURRY SEAL w/INLAYS
64,146 SLURRY SEAL w/INLAYS
15,849 SLURRY SEAL w/INLAYS
HIGHRIDGE WAY
ICON ELLIPSE
JASPER HILL ROAD
JASPER HILL ROAD
JASPER HILL ROAD
LA QUINTA WAY
LIVE OAK CANYON ROAD
LIVE OAK CIRCLE
HARVEST VIEW LN
FAWN RIDGE RD
RED BLUFF DR
MALABAR ROAD
EL TORO RD
SLEEPING OAK DR
SADDLEBACK RANCH ROAD
SADDLEBACK RANCH
GLENN RANCH WY
SHADOW OAK DR
SHADOW OAK DR
SYCAMORE GLEN DR
SADDLEBACK RANCH ROAD
RED BLUFF DR
SADDLEBACK RANCH RD
FAWN RIDGE RD
RIDGELINE RD
EL TORO RD
RICHLAND WY
SADDLEBACK RANCH RD
VISTA MODJESKA
GLENN RANCH RD
MILLWOOD RD
2,135
6,576
SLURRY SEAL w/INLAYS
SLURRY SEAL w/BASE REPAIRS AND INLAYS
14,335 SLURRY SEAL w/INLAYS
81,599 SLURRY SEAL w/INLAYS
47,106 SLURRY SEAL w/INLAYS
25,366 SLURRY SEAL w/INLAYS
21,312 SLURRY SEAL w/BASE REPAIRS AND INLAYS
16,024 SLURRY SEAL w/INLAYS
23,085 SLURRY SEAL w/BASE REPAIRS AND INLAYS
22,548 SLURRY SEAL w/INLAYS
MALABAR ROAD
MILLWOOD ROAD
MISTY RIDGE LANE
MODJESKA PEAK LANE
MOUNTAIN VIEW LANE
OAKVIEW LANE
PENDLETON ROAD
QUIET HILL LANE
RANCHWOOD WAY
RED BLUFF DRIVE
RICHLAND WAY
RIDGELINE ROAD
RIDGELINE ROAD
RIDGELINE ROAD
HARVEST VIEW LN
CUL DE SAC
CUL DE SAC
CUL DE SAC
CUL DE SAC
HIGHRIDGE WAY
CUL DE SAC 17,493 SLURRY SEAL w/INLAYS
WOODLAND WY
JASPER HILL RD
SYCAMORE GLEN DR
RICHLAND WY
SADDLEBACK RANCH RD
VISTA MODJESKA RD
CITY LIMITS (90' S/ SANTIAGO CYN RD) 1,035
MILLWOOD RD
MALABAR RD
FAWN RIDGE RD
SHADY RIDGE LN
ALDER WY
RANCHWOOD WY
RIDGELINE RD
4,416 SLURRY SEAL w/INLAYS
40,622 SLURRY SEAL w/INLAYS
34,581 SLURRY SEAL w/INLAYS
47,517 SLURRY SEAL w/INLAYS
51,888 SLURRY SEAL w/INLAYS
13,213 SLURRY SEAL w/INLAYS
36,552 SLURRY SEAL w/INLAYS
60,752 SLURRY SEAL w/INLAYS
49,294 SLURRY SEAL w/INLAYS
36,564 SLURRY SEAL w/INLAYS
30,678 SLURRY SEAL w/INLAYS
10,372 SLURRY SEAL w/INLAYS
51,678 SLURRY SEAL w/INLAYS
26,599 SLURRY SEAL w/BASE REPAIRS AND INLAYS
14,751 SLURRY SEAL w/INLAYS
19,843 SLURRY SEAL w/INLAYS
17,396 SLURRY SEAL w/INLAYS
27,901 SLURRY SEAL w/INLAYS
RIDGELINE ROAD
SADDLEBACK RANCH ROAD
SADDLEBACK RANCH ROAD
SADDLEBACK RANCH ROAD
SADDLEBACK RANCH ROAD
SADDLEBACK RANCH ROAD
SADDLEBACK RANCH ROAD
SADDLEBACK RANCH ROAD
SANTIAGO PEAK LANE
SHADOW OAK DRIVE
SHADOW OAK DRIVE
SHADY RIDGE LN
SIERRA PEAK LANE
SINGING WOOD CIRCLE
SLEEPING OAK DRIVE
SYCAMORE GLEN DRIVE
SYCAMORE GLEN DRIVE
1,025
970
635
740
320
1,560
740
413
550
490
807
515
315
1,168
870
585
MALABAR RD
FAWN RIDGE RD
SHADY RIDGE LN
ALDER WY
RANCHWOOD WY
SHADOW OAK DR
RICHLAND WY
SANTIAGO PEAK LN
SADDLEBACK RANCH
SHADOW OAK DR
WOODLAND WY S/
RICHLAND WY
45,265
44,540
14,250
17,380
15,237
26,954
17,624
21,975
37,660
52,745
34,617
CUL DE SAC
SANTIAGO PEAK LN
GLENN RANCH WY
WILLOW BROOK LN
CUL DE SAC 18,243 SLURRY SEAL w/INLAYS
13,123 SLURRY SEAL w/BASE REPAIRS AND INLAYS
42,996 SLURRY SEAL w/INLAYS
31,499 SLURRY SEAL w/BASE REPAIRS AND INLAYS
20,673 SLURRY SEAL w/BASE REPAIRS AND INLAYS
CUL DE SAC
CANYON VISTA DR
RICHLAND WY
WOODSPRING CIR
ECHO PASS RD
RICHLAND WY
19 of 23
Item: 6
223
Appendix A Sorted by Treatment Year
Seven-Year Road Maintenance and Rehabilitation Plan based on City's Current Funding Local
Local
Limits of Work
Length of
Segment
Width of
Segment
Pavement
AreaStreet Name From To Type of Treatment Cost of Treatment Year of Treatment
SYCAMORE GLEN DRIVE
TERRACE VIEW CIRCLE
TORRES WAY
WOODSPRING CIR
RICHLAND WY
DORADO DR
WOODLAND WY
CUL DE SAC
CUL DE SAC
HIGHRIDGE WY
585
210
984
215
440
742
617
269
290
289
625
675
131
495
425
394
118
212
462
151
305
760
165
333
1,185
1,110
820
910
175
351
443
532
358
942
930
605
605
760
760
1,190
1,190
489
886
397
564
886
591
570
635
1,050
37 33
33 37
33 33
33 33
33 33
37 37
37 36
33 33
37 33
33 37
33 37
33 33
40 50
37 37
37 33
37 33
33 37
33 30
30 29
29 34
24 33
33 37
33 37
33 33
33 37
21,650 SLURRY SEAL w/BASE REPAIRS AND INLAYS
8,387 SLURRY SEAL w/INLAYS
34,487 SLURRY SEAL w/INLAYS
7,893 SLURRY SEAL w/INLAYS
13,466 SLURRY SEAL w/INLAYS
26,296 SLURRY SEAL w/INLAYS
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
36,253
8,102
30,207
6,913
2030
2030
2030
2030
2030
2030
2030
2030
2030
2030
2030
2030
2030
2030
2030
2030
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
VIA CORONA DORADO DR
VISTA ALISO ROAD
VISTA MODJESKA ROAD
VISTA PORTOLA ROAD
VISTA SADDLEBACK ROAD
VISTA SANTIAGO ROAD
WILDWOOD CIRCLE
WILLOW BROOK LANE
WILLOW BROOK LANE
WILLOW BROOK LANE
WOODLAND WAY
WOODLAND WAY
WOODSPRING CIRCLE
ABRI PLACE
ALAMITOS
ALAMITOS
ALETTE WAY
ALLEGE COURT
ALONDA
ALTAVISTA
ALTAVISTA
ALTER
ALTON PARKWAY
ALTON PARKWAY
ALTON PARKWAY
ANTERO
ARCELLA CIRCLE
ARGENTO STREET
AURORE AVENUE
AVANCE
AVIGNON AVENUE
AVIGNON AVENUE
BAKE PARKWAY
BAKE PARKWAY
BAKE PARKWAY
BAKE PARKWAY
BAKE PARKWAY
BAKE PARKWAY
BALISE LANE
BALUSTRADE PLACE
BAROQUE WAY
BEAULIEU LANE
BELLVISTA
VISTA MODJESKA RD
RIDGELINE RD
VISTA SANTIAGO RD
VISTA MODJESKA RD
VISTA PORTOLA RD
SYCAMORE GLEN DR
CUL DE SAC (S)
BROOKHILL RD
JASPER HILL RD
SYCAMORE GLEN DR
RANCHWOOD WY
SYCAMORE GLEN DR
ENFILDE AVENUE
CUL DE SAC (S)
SANTA RITA
MONSERRAT AVENUE
TOURAINE PLACE
PALOMA
ENTRADA
ENTRADA
LAKE FOREST DR
PORTOLA PARKWAY
BONITA VISTA
MALLORCA
VISTA PORTOLA RD
VISTA SANTIAGO
VISTA ALISO RD
CUL DE SAC
VISTA MODJESKA RD
CUL DE SAC
BROOKHILL RD
JASPER HILL RD
CUL DE SAC (N)
RANCHWOOD WY
SINGING WOOD CIR
CUL DE SAC
RUE DE FORTUNA
SANTA RITA
CUL DE SAC (N)
RUE DE FORTUNA
CUL DE SAC
CALLE CABRILLO
CUL DE SAC (W)
CUL DE SAC (E)
BURBANK
BONITA VISTA
MALLORCA
13,009
25,404
22,075
17,524
16,691
18,056
24,084
21,731
5,331
17,238
13,110
14,197
3,433
22,851 SLURRY SEAL w/INLAYS
10,465 SLURRY SEAL w/BASE REPAIRS AND INLAYS
9,968 SLURRY SEAL w/BASE REPAIRS AND INLAYS
10,783 SLURRY SEAL w/BASE REPAIRS AND INLAYS
24,930 SLURRY SEAL w/INLAYS
24,810 SLURRY SEAL w/INLAYS
5,518 SLURRY SEAL w/INLAYS
19,680 SLURRY SEAL w/INLAYS
14,967 SLURRY SEAL w/INLAYS
16,208 SLURRY SEAL w/INLAYS
3,805
9,014
SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS 8,969
17,341
4,496
17,427 SLURRY SEAL w/INLAYS
4,984 SLURRY SEAL w/INLAYS
13,046 SLURRY SEAL w/INLAYS
27,983 SLURRY SEAL w/INLAYS
11,770
27,844
13,627
22,592
47,048
56,542
27,330
33,453
10,819
12,824
14,225
16,950
12,876
31,801
32,235
22,185
60,309
24,222
21,216
37,242
32,627
17,457
32,162
25,776
18,104
33,913
22,267
20,146
41,028
35,063
7,901 SLURRY SEAL w/BASE REPAIRS AND INLAYS
13,099 SLURRY SEAL w/BASE REPAIRS AND INLAYS
47,282 SLURRY SEAL w/INLAYS
62,673 SLURRY SEAL w/INLAYS
30,293 SLURRY SEAL w/INLAYS
33,620 SLURRY SEAL w/INLAYSROMANO
PALOMA
CUL DE SAC
PARTERRE AVENUE
HARVE COURT
CUL DE SAC
MONTAUBAN LN
CUL DE SAC
FAIRFIELD 6,273 SLURRY SEAL w/BASE REPAIRS AND INLAYS
PARTERRE AVENUE
RUE DE VALORE
ENFILDE AVENUE
TOULON AVE
12,888 SLURRY SEAL w/INLAYS
15,768 SLURRY SEAL w/INLAYS
17,034 SLURRY SEAL w/INLAYS
12,940 SLURRY SEAL w/INLAYS
35,249 SLURRY SEAL w/INLAYS
32,396 SLURRY SEAL w/INLAYS
22,296 SLURRY SEAL w/INLAYS
25,254 SLURRY SEAL w/BASE REPAIRS AND INLAYS
24,343 SLURRY SEAL w/INLAYS
21,322 SLURRY SEAL w/INLAYS
37,428 SLURRY SEAL w/INLAYS
32,790 SLURRY SEAL w/INLAYS
17,544 SLURRY SEAL w/INLAYS
32,322 SLURRY SEAL w/INLAYS
14,945 SLURRY SEAL w/BASE REPAIRS AND INLAYS
20,067 SLURRY SEAL w/INLAYS
34,082 SLURRY SEAL w/INLAYS
22,378 SLURRY SEAL w/INLAYS
20,246 SLURRY SEAL w/INLAYS
23,788 SLURRY SEAL w/BASE REPAIRS AND INLAYS
38,865 SLURRY SEAL w/INLAYS
TOULON AVE
MONTAUBAN LN
PORTOLA PKWY
BURBANK
BURBANK
PORTOLA PKWY
RUE DE FORTUNA
BURBANK
LAKE FOREST DR
RUE DE FORTUNA
CUL DE SAC
CUL DE SAC
PARTERRE AVENUE
CUL DE SAC
CUL DE SAC
CUL DE SAC
ODESSA
CUL DE SAC (N)
VERANO
BURBANK
RUE DE FORTUNA
RUE DE FORTUNA
LAKE FOREST DR
AURORE AVENUE
CAISSON LANE
PARELLE AVENUE
AVIGNON AVENUE
SALINAS
BIENVENU DRIVE
BLANCO
BLANCO
ENFILDE AVENUE
CUL DE SAC (S)
ODESSA
BLAZEWOOD GALEANA
20 of 23
Item: 6
224
Appendix A Sorted by Treatment Year
Seven-Year Road Maintenance and Rehabilitation Plan based on City's Current Funding Local
Local
Limits of Work
Length of
Segment
Width of
Segment
Pavement
AreaStreet Name From To Type of Treatment Cost of Treatment Year of Treatment
BLAZEWOOD
BONITA VISTA
BURBANK
CABRIOLE
CAISSON
CALABRIA LANE
CALLE CABRILLO
CALLE CABRILLO
CALLE CABRILLO
CALOTTE PLACE
CAMARIN STREET
CANTORA
VERANO
ALTON PKWY
LAKE FOREST DR
RUE DE FORTUNA
BALUSTRADE PLACE
TOULON AVENUE
LA PERLA
PUERTO NUEVO
ALONDA
CUL DE SAC 510
1,020
1,770
404
161
722
290
975
635
406
1,224
488
238
715
558
448
709
374
380
908
375
382
510
265
1,235
936
970
230
445
415
575
445
125
633
480
860
202
387
154
475
665
108
395
270
795
253
660
830
590
738
33 33
40 37
33 33
37 37
33 33
37 35
33 33
33 33
37 33
33 33
37 37
37 33
40 33
40 33
33 33
37 37
33 33
37 37
37 37
37 37
33 37
33 33
33 33
33 37
33 33
18,945 SLURRY SEAL w/INLAYS
35,966 SLURRY SEAL w/INLAYS
70,261 SLURRY SEAL w/INLAYS
14,758 SLURRY SEAL w/INLAYS
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
18,851
35,788
69,913
14,685
5,555
23,352
18,032
33,718
23,268
14,446
39,394
19,240
8,610
24,029
21,258
16,576
27,095
14,075
13,870
30,079
12,638
12,703
20,071
18,560
45,995
33,629
36,148
8,462
14,659
12,675
22,007
15,662
6,075
24,979
16,060
28,707
9,868
12,872
4,699
19,778
21,360
3,139
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
CUL DE SAC
BAKE PKWY
TORINO DRIVE
CARILLON PLACE
CUL DE SAC
PUERTO NUEVO
ALONDA
6,157 SLURRY SEAL w/INLAYS
25,884 SLURRY SEAL w/INLAYS
10,455 SLURRY SEAL w/BASE REPAIRS AND INLAYS
37,374 SLURRY SEAL w/INLAYS
23,384 SLURRY SEAL w/INLAYS
16,012 SLURRY SEAL w/INLAYS
43,666 SLURRY SEAL w/INLAYS
19,336 SLURRY SEAL w/INLAYS
CUL DE SAC
CUL DE SAC
TESSERA AVENUE
CUL DE SAC
CUL DE SAC
CALOTTE PLACE
CUL DE SAC
CUL DE SAC
CUL DE SAC
CUL DE SAC
CUL DE SAC
CUL DE SAC
BLAZEWOOD
MONTECILO
SANTA RITA
CUL DE SAC
DESCARTES
CUL DE SAC
DA VINCI
CUL DE SAC
SAUCITO
FASCIA PL
ABRI PL
BIENVENU DR
ALTAVISTA
CUL DE SAC
LUNETTE AVE
MONTEE PL
CUL DE SAC
TAVELLE PLACE
PARELLE AVENUE
CANTORA
CUL DE SAC (E)
ENFILDE AVENUE
SANTA MARIA
CUL DE SAC (N)
CUL DE SAC
CUL DE SAC
ROMANO
CARILLON PLACE
CELONOVA PLACE
FAIRFIELD
CAPRI DEL PADRE 9,544 SLURRY SEAL w/INLAYS
CARILLON PLACE
CARRELAGE LANE
CASA VERDE
CELONOVA
CHATRI CIRCLE
CHEYENNE
COCA
CONDESA
CORONADO
COROZAL
COZUMEL
RUE DE VALORE
ENFILDE AVENUE
DEL PADRE
RUE DE VALORE
ARCELLA CIRCLE
PALOMA
ALONDA
ALTON PKWY.
PALOMA
BLANCO
BLANCO
PAULING
MIMOSA
24,149 SLURRY SEAL w/INLAYS
21,364 SLURRY SEAL w/INLAYS
16,659 SLURRY SEAL w/INLAYS
27,230 SLURRY SEAL w/INLAYS
14,145 SLURRY SEAL w/INLAYS
15,374 SLURRY SEAL w/INLAYS
33,341 SLURRY SEAL w/INLAYS
14,008 SLURRY SEAL w/INLAYS
14,080 SLURRY SEAL w/INLAYS
20,171 SLURRY SEAL w/INLAYS
10,761 SLURRY SEAL w/BASE REPAIRS AND INLAYS
50,982 SLURRY SEAL w/INLAYS
33,797 SLURRY SEAL w/INLAYS
40,068 SLURRY SEAL w/INLAYS
DA VINCI
DEL PADRE
DESCARTES
ELDORADO
ENCINAL
ENFILADE AVENUE
ENFILADE AVENUE
ENFILADE AVENUE
ENTRADA
PAULING
ALAMITOS W/
SANTA MARIA
CARRELAGE AVE
FASCIA PL
ABRI PL
PALOMA
9,380 SLURRY SEAL w/INLAYS
16,248 SLURRY SEAL w/INLAYS
14,049 SLURRY SEAL w/INLAYS
22,117 SLURRY SEAL w/INLAYS
17,360 SLURRY SEAL w/INLAYS
3,522 SLURRY SEAL w/BASE REPAIRS AND INLAYS
ESPALIER TORINO DRIVE
RUE DE FORTUNA
LUNETTE AVE
MONTEE PL
LUNETTE AVENUE
RUE DE VALORE
CUL DE SAC (W)
CANTORA
RUE DE FORTUNA
CUL DE SAC (S)
SANTA MARIA
CANTORA
AURORE AVENUE
CUL DE SAC (E)
ROMANO
25,103 SLURRY SEAL w/INLAYS
17,802 SLURRY SEAL w/INLAYS
31,820 SLURRY SEAL w/INLAYS
ESTERNAY DRIVE
ESTERNAY DRIVE
ESTERNAY DRIVE
ESTRADE PLACE
EVASE AVENUE
FAIRFIELD
FAIRFIELD
FASCIA PLACE
FLORES
FLORES
GALEANA
HARVE COURT
LA PERLA
LA PERLA
9,917
12,936 SLURRY SEAL w/INLAYS
5,209 SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
19,877 SLURRY SEAL w/INLAYS
23,676 SLURRY SEAL w/INLAYS
3,479 SLURRY SEAL w/INLAYS
14,965 SLURRY SEAL w/INLAYS
11,284 SLURRY SEAL w/BASE REPAIRS AND INLAYS
29,215 SLURRY SEAL w/INLAYS
11,105 SLURRY SEAL w/BASE REPAIRS AND INLAYS
23,680 SLURRY SEAL w/INLAYS
30,756 SLURRY SEAL w/INLAYS
14,891
19,462
26,357
19,153
21,363
27,747
21,699
24,050
CALLE CABRILLO
CUL DE SAC
CUL DE SAC
LA PERLA
LA SOLITA
CALLE CABRILLO
LA PERLA
21,807 SLURRY SEAL w/INLAYS
26,658 SLURRY SEAL w/INLAYS
21 of 23
Item: 6
225
Appendix A Sorted by Treatment Year
Seven-Year Road Maintenance and Rehabilitation Plan based on City's Current Funding Local
Local
Limits of Work
Length of
Segment
Width of
Segment
Pavement
AreaStreet Name From To Type of Treatment Cost of Treatment Year of Treatment
LAKE FOREST DRIVE
LAKE FOREST DRIVE
LAKE FOREST DRIVE
LUNETTE AVENUE
MALLORCA
MARSIELLE WAY
MASSIER LANE
MIMOSA
MONSERRAT AVENUE
MONSERRAT AVENUE
MONTAUBAN LANE
MONTECILO
MONTECILO
MONTECILO
MONTEE AVENUE
MORELLA
ODESSA
PORTOLA PKWY
ALTER
BURBANK
TORINO DRIVE
BELLVISTA
BEAULIEU LANE
ENFILDE AVENUE
BELLVISTA
CUL DE SAC (S)
MONTEE PL
AVIGNON AVENUE
CUL DE SAC (S)
SAN ANGELO
RODEO
ESTERNAY DRIVE
PALOMA
ALTER
BURBANK
500
655
785
1,168
1,065
965
1,001
376
755
1,130
243
625
675
330
574
350
265
130
930
875
825
530
576
455
275
755
675
542
646
672
815
2,925
148
520
144
770
171
397
635
740
745
678
625
892
1,025
750
710
1,065
682
705
80 60
60 37
37 33
33 37
33 33
37 37
37 33
37 33
37 37
37 37
37 37
37 33
33 33
33 37
37 33
60 40
37 37
37 37
37 37
60 60
37 37
37 37
60 60
37 37
33 33
37,814 SLURRY SEAL w/INLAYS
42,780 SLURRY SEAL w/INLAYS
47,354 SLURRY SEAL w/INLAYS
42,511 SLURRY SEAL w/INLAYS
38,904 SLURRY SEAL w/INLAYS
28,976 SLURRY SEAL w/INLAYS
35,089 SLURRY SEAL w/INLAYS
14,425 SLURRY SEAL w/INLAYS
27,631 SLURRY SEAL w/INLAYS
41,230 SLURRY SEAL w/INLAYS
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
34,115
38,595
42,721
42,300
38,711
28,832
34,915
14,354
27,494
41,026
8,217
21,581
24,557
13,340
19,961
13,335
9,938
11,821
39,821
31,901
30,104
19,004
20,535
15,419
9,974
25,394
22,154
15,811
22,277
21,780
44,529
108,079
4,613
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
BAKE PKWY
ESTERNAY DRIVE
ALTON PKWY.
CUL DE SAC
CUL DE SAC
PALOMA
MONTEE PL
CUL DE SAC (N)
RUE DE VALORE
SAN ANGELO
RODEO
CUL DE SAC (N)
MONSERRAT AVENUE
CUL DE SAC
BLANCO
CUL DE SAC
VALLECITO
MIMOSA
MORELLA
ENTRADA
ROMANO
CUL DE SAC
BAROQUE WY
ROSETTE LN
CUL DE SAC (N)
ARGENTO ST
BAROQUE WY
CUL DE SAC
8,258 SLURRY SEAL w/INLAYS
23,921 SLURRY SEAL w/INLAYS
24,679 SLURRY SEAL w/INLAYS
13,406 SLURRY SEAL w/INLAYS
20,060 SLURRY SEAL w/INLAYS
13,401 SLURRY SEAL w/INLAYS
ALTON PKWY
CAMARIN STREET
PORTOLA PKWY
VALLECITO
MIMOSA
MORELLA
9,987
6,854
SLURRY SEAL w/INLAYS
SLURRY SEAL w/BASE REPAIRS AND INLAYSPALLAZO CIRCLE
PALOMA
PALOMA
PALOMA
PALOMA
40,019 SLURRY SEAL w/INLAYS
32,060 SLURRY SEAL w/INLAYS
30,254 SLURRY SEAL w/INLAYS
19,099 SLURRY SEAL w/INLAYS
20,637 SLURRY SEAL w/INLAYS
17,091 SLURRY SEAL w/INLAYS
11,055 SLURRY SEAL w/INLAYS
28,148 SLURRY SEAL w/INLAYS
24,556 SLURRY SEAL w/INLAYS
17,526 SLURRY SEAL w/INLAYS
24,693 SLURRY SEAL w/INLAYS
24,142 SLURRY SEAL w/INLAYS
49,357 SLURRY SEAL w/INLAYS
119,799 SLURRY SEAL w/INLAYS
PALOMA
PANDALE
ENTRADA
LA PERLA
PARRELL AVENUE
PARRELL AVENUE
PARRELL AVENUE
PARTERRE AVENUE
PARTERRE AVENUE
PASTORA
PAULING
PAULING
PIETRA PLACE
PUERTO NUEVO
RIMINI PLACE
RODEO
CUL DE SAC (S)
BAROQUE WY
ROSETTE LN
CARILLON PL
ARGENTO ST
SAN ANGELO
PORTOLA PKWY
DESCARTES
RUE DE FORTUNA
CHEYENNE
RUE DE FORTUNA
VALLECITO
DESCARTES
LAKE FOREST DR
TOULON AVENUE
CALLE CABRILLO
TOULON AVENUE
MONTECILO
LA PERLA
TOURAINE PLACE
FASCIA PL
ABRI PL
5,113
19,260 SLURRY SEAL w/INLAYS
4,744 SLURRY SEAL w/INLAYS
28,569 SLURRY SEAL w/INLAYS
5,675 SLURRY SEAL w/INLAYS
SLURRY SEAL w/INLAYS
17,376
4,280
28,427
5,647ROMANO PALOMA
ROSETTE LANE
RUE DE FORTUNA
RUE DE FORTUNA
RUE DE FORTUNA
RUE DE FORTUNA
RUE DE FORTUNA
RUE DE FORTUNA
RUE DE VALORE
RUE DE VALORE
RUE DE VALORE
RUE DE VALORE
SALINAS
PARRELL AVENUE
BAKE PARKWAY
FASCIA PL
ABRI PL
PIETRA PL
13,731 SLURRY SEAL w/BASE REPAIRS AND INLAYS
37,568 SLURRY SEAL w/INLAYS
38,927 SLURRY SEAL w/INLAYS
23,682
33,893
35,119
24,528
42,636
41,104
29,372
55,444
39,665
27,514
35,180
26,947
43,453
PIETRA PL
RIMINI PL
27,188 SLURRY SEAL w/INLAYS
24,720 SLURRY SEAL w/BASE REPAIRS AND INLAYS
23,832 SLURRY SEAL w/BASE REPAIRS AND INLAYS
32,557 SLURRY SEAL w/INLAYS
61,456 SLURRY SEAL w/INLAYS
43,966 SLURRY SEAL w/INLAYS
27,651 SLURRY SEAL w/INLAYS
38,995 SLURRY SEAL w/INLAYS
27,081 SLURRY SEAL w/INLAYS
25,194 SLURRY SEAL w/BASE REPAIRS AND INLAYS
RIMINI PL VIAGGIO LN
CELONOVA PLACE
CARILLON PL
AMALFI AVE
MONTAUBAN LN
CELONOVA PL
CUL DE SAC (W)
CUL DE SAC
VIAGGIO LANE
LAKE FOREST DR
CARILLON PL
AMALFI AVE
MONTAUBAN LN
CUL DE SAC (E)
MONTECILOSAN ANGELO
22 of 23
Item: 6
226
Appendix A Sorted by Treatment Year
Seven-Year Road Maintenance and Rehabilitation Plan based on City's Current Funding Local
Local
Limits of Work
Length of
Segment
Width of
Segment
Pavement
AreaStreet Name From To Type of Treatment Cost of Treatment Year of Treatment
SANTA MARIA
SANTA MARIA
SANTA RITA
SAUCITO
SEDONA
ALTON PKWY
ENCINAL
ALTON PKWY
ENCINAL
ENCINAL
FLORES
ALAMITOS
240
360
540
400
190
635
310
275
885
665
1,050
542
794
299
595
830
178
820
784
455
280
630
760
606
479
33 33
33 33
33 33
33 33
33 37
37 33
37 37
37 33
33 33
33 33
33 33
37 37
33 8,096 SLURRY SEAL w/BASE REPAIRS AND INLAYS $
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
13,964
18,986
17,889
14,883
8,207
20,648
10,391
10,764
31,830
24,901
33,806
19,636
29,633
11,823
19,468
26,862
6,315
26,727
27,911
15,607
12,976
19,877
27,335
24,566
15,205
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
2031
11,008 SLURRY SEAL w/BASE REPAIRS AND INLAYS
17,978 SLURRY SEAL w/INLAYS
14,957 SLURRY SEAL w/INLAYSCUL DE SAC
CUL DE SAC
CUL DE SAC
CUL DE SAC
ESTRADE
CUL DE SAC (N)
CAMARIN ST
CUL DE SAC
CUL DE SAC
ESPALIER PLACE
AVIGNON AVE
RIMINI PL
CUL DE SAC (N)
ROSETTE LN
CUL DE SAC (N)
CUL DE SAC
CUL DE SAC
CUL DE SAC
CUL DE SAC
TESSERA AVE
CUL DE SAC
CUL DE SAC
CALLE CABRILLO 8,248 SLURRY SEAL w/INLAYS
SIERRA BLANCO
TAMBOUR PLACE
TAVELLA PLACE
TAVELLA PLACE
TESSERA AVENUE
TESSERA AVENUE
TIZMIN
TORINO DRIVE
TOULON AVENUE
TOULON AVENUE
TOULON AVENUE
TOURAINE PLACE
TOURAINE PLACE
TRESUANCE WAY
VALLECITO
ALTON PKWY W/
AURORE AVENUE
CUL DE SAC (S)
ESTRADE
22,887 SLURRY SEAL w/INLAYS
11,518 SLURRY SEAL w/INLAYS
10,818 SLURRY SEAL w/INLAYS
31,989 SLURRY SEAL w/INLAYS
25,025 SLURRY SEAL w/INLAYS
37,472 SLURRY SEAL w/INLAYS
19,734 SLURRY SEAL w/INLAYS
29,781 SLURRY SEAL w/INLAYS
13,105 SLURRY SEAL w/INLAYS
21,579 SLURRY SEAL w/INLAYS
29,775 SLURRY SEAL w/INLAYS
VIAGGIO LN
CAMARIN ST
ALTON PKWY
CABRIOLE
CUL DE SAC (S)
AVIGNON AVE
RIMINI PL
ALLEGE CT
ROSETTE LN
ESTERNAY DRIVE
PALOMA
BLAZEWOOD
TOULON AVENUE
RUE DE FORTUNA
TESSERA AVE
MONTEE PLACE
6,346 SLURRY SEAL w/INLAYS
29,625 SLURRY SEAL w/INLAYS
28,050 SLURRY SEAL w/INLAYS
17,299 SLURRY SEAL w/INLAYS
13,041 SLURRY SEAL w/INLAYS
22,032 SLURRY SEAL w/INLAYS
27,471 SLURRY SEAL w/INLAYS
24,688 SLURRY SEAL w/INLAYS
16,854 SLURRY SEAL w/INLAYS
VERANO
VERONA LANE
VIAGGIO LANE
VIAGGIO LANE
VITALE LANE
23 of 23
Item: 6
227
Pavement Management Plan Agency Submittal
XII. Appendix B – Complete Listing of Current Street Conditions A complete listing of current pavement conditions should be included in this report. Specific data to be submitted should follow the format below:
MPAH
Most Recent
Inspection DateStreet Name From
From
To
To
Width of Segment
Width of Segment
Area
Area
Current PCI
Current PCI
LOCAL
Most Recent
Inspection DateStreet Name
Please attach the complete street listing, following the above template, after this sheet. The pages should be labeled Appendix B.
P a g e | 12
Item: 6
228
Appendix B-1
MPAH Network
Item: 6
229
Appendix B Sorted by Street Name
MPAH PCI Listing - Current Conditions
MPAH
Width of
Segment
Most Recent
Inspection Date
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
Street Name From To Area
15,537
Current PCI
ALTON PARKWAY
ALTON PARKWAY
ALTON PARKWAY
ALTON PARKWAY
ALTON PARKWAY
ALTON PARKWAY
ALTON PARKWAY
ALTON PARKWAY
ALTON PARKWAY
ALTON PARKWAY
ALTON PARKWAY
ALTON PARKWAY
ALTON PARKWAY
ALTON PARKWAY
ALTON PARKWAY
ALTON PARKWAY
BAKE PARKWAY
BAKE PARKWAY
BAKE PARKWAY
BAKE PARKWAY
BAKE PARKWAY
BAKE PARKWAY
BAKE PARKWAY
BAKE PARKWAY
BAKE PARKWAY
BAKE PARKWAY
BAKE PARKWAY
BAKE PARKWAY
BAKE PARKWAY
BAKE PARKWAY
BAKE PARKWAY
BAKE PARKWAY
BAKE PARKWAY
BAKE PARKWAY
BAKE PARKWAY
BAKE PARKWAY
BAKE PARKWAY
BAKE PARKWAY
BAKE PARKWAY
BAKE PARKWAY
BAKE PARKWAY
BAKE PARKWAY
BAKE PARKWAY
BAKE PARKWAY
BAKE PARKWAY
BAKE PARKWAY
BAKE PARKWAY
W. CITY LIMITS COMMERCENTRE DR
S. CITY LIMITS
MONARCH
COMMERCENTRE DR
CATALINA
MONARCH
42 42
42 42
42 42
42 42
42 42
44 42
48 42
42 42
50 41
42 42
42 42
42 42
52 42
42 36
33 33
33 33
33 33
33 33
33 33
33 33
33 33
33 33
33 33
33 61
65 63
70 76
80 63
81 86
95 95
94 87
92 76
89 69
51 46
50 58
77 58
74 75
69 68
75 73
81 71
61 54
66 62
49 58
60 54
71 62
58 98
68 98
69 79
COMMERCENTRE DR
COMMERCENTRE DR
MONARCH
11,421
88,961
89,343
80,741
79,081
54,488
48,202
26,874
35,572
40,582
40,128
71,248
69,082
40,115
39,961
30,895
15,896
94,694
94,373
56,943
60,425
47,043
45,195
42,050
42,585
51,469
48,088
34,715
38,200
34,070
31,162
45,743
43,469
46,077
40,580
55,806
58,574
61,390
61,004
46,722
47,678
40,862
34,703
40,150
39,937
40,547
MONARCH
CATALINA
CATALINA TOWNE CENTRE DR S
CATALINATOWNE CENTRE DR S
TOWNE CENTRE DR S
SUNFLOWER
SUNFLOWER
TOWNE CENTRE DR S
CA-241 OVERPASS
SUNFLOWER
TOWNE CENTRE DR N
CA-241 OVERPASS
PORTOLA PARKWAY
TOWNE CENTRE DR N
JERONIMO RD
SUNFLOWER
CA-241 OVERPASS
CA-241 OVERPASS
TOWNE CENTRE DR N
TOWNE CENTRE DR N
PORTOLA PARKWAY
W. CITY LIMITS
JERONIMO RD W. CITY LIMITS
TOLEDO WY
JERONIMO RD
CALLE ENTRADA
TOLEDO WY
TRABUCO RD
CALLE ENTRADA
ARTISTS WY
TRABUCO RD
SOUTH POINTE DR
ARTISTS WY
CAPITAL DR
JERONIMO RD
TOLEDO WY
TOLEDO WY
CALLE ENTRADA
CALLE ENTRADA
TRABUCO RD
TRABUCO RD
ARTISTS WY
ARTISTS WY
SOUTH POINTE DR
SOUTH POINTE DR
CAPITAL DR SOUTH POINTE DR
NORTH POINTE DR
CAPITAL DR
CAPITAL DR
NORTH POINTE DR
NORTH POINTE DR
CRESCENT BAY DR
CRESCENT BAY DR
COMMERCENTRE DR
COMMERCENTRE DR
BAFFIN BAY DR
BAFFIN BAY DR
DIMENSION DR
DIMENSION DR
ORCHARD RD
CRESCENT BAY DR
NORTH POINTE DR
COMMERCENTRE DR
CRESCENT BAY DR
BAFFIN BAY DR
COMMERCENTRE DR
DIMENSION DR
BAFFIN BAY DR
ORCHARD RD
DIMENSION DR
RANCHO PKWY SOUTH
ORCHARD RD
RANCHO PKWY
RANCHO PKWY SOUTH
TOWNE CENTRE DR
ORCHARD RD
RANCHO PKWY SOUTH
RANCHO PKWY SOUTH
RANCHO PKWY
RANCHO PKWY
1 of 7
Item: 6
230
Appendix B Sorted by Street Name
MPAH PCI Listing - Current Conditions
MPAH
Width of
Segment
Most Recent
Inspection Date
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
Street Name From To Area
36,355
Current PCI
BAKE PARKWAY
BAKE PARKWAY
BAKE PARKWAY
EL TORO ROAD
EL TORO ROAD
EL TORO ROAD
EL TORO ROAD
EL TORO ROAD
EL TORO ROAD
EL TORO ROAD
EL TORO ROAD
EL TORO ROAD
EL TORO ROAD
EL TORO ROAD
EL TORO ROAD
EL TORO ROAD
EL TORO ROAD
EL TORO ROAD
EL TORO ROAD
EL TORO ROAD
EL TORO ROAD
EL TORO ROAD
EL TORO ROAD
EL TORO ROAD
EL TORO ROAD
EL TORO ROAD
EL TORO ROAD
EL TORO ROAD
EL TORO ROAD
EL TORO ROAD
EL TORO ROAD
EL TORO ROAD
EL TORO ROAD
EL TORO ROAD
EL TORO ROAD
EL TORO ROAD
EL TORO ROAD
EL TORO ROAD
EL TORO ROAD
EL TORO ROAD
EL TORO ROAD
EL TORO ROAD
EL TORO ROAD
EL TORO ROAD
EL TORO ROAD
EL TORO ROAD
EL TORO ROAD
TOWNE CENTRE DR
TOWNE CENTRE DR
PORTOLA PKWY
RANCHO PKWY
PORTOLA PKWY
TOWNE CENTRE DR
BRIDGER RD
33 33
33 35
24 45
45 45
45 45
45 45
45 48
45 36
36 36
36 48
48 48
48 48
48 48
48 48
48 48
48 42
42 48
48 48
48 48
48 42
42 42
33 33
33 22
22 80
83 85
85 91
60 71
54 67
55 63
59 59
59 55
64 59
59 60
61 61
65 65
65 62
60 62
72 67
71 73
73 65
74 74
71 68
59 73
78 83
77 74
70 65
69 68
50,213
51,293
20,621
18,461
45,455
49,498
42,506
41,128
49,191
48,835
32,165
36,616
41,687
35,750
62,603
64,650
45,328
44,420
73,765
72,953
30,285
29,115
62,135
60,678
56,924
48,191
97,511
92,311
113,736
122,131
30,428
34,971
138,076
147,080
64,941
66,744
71,499
77,072
72,329
61,050
53,414
57,543
76,869
71,365
25,786
19,751
W. CITY LIMITS (I-5 FWY)
BRIDGER RD W. CITY LIMITS (I-5 FWY)
ROCKFIELD BLVD
BRIDGER RD
BRIDGER RD
ROCKFIELD BLVD
ROCKFIELD BLVD
ARBOR WY
ARBOR WY
RAYMOND WY
RAYMOND WY
CORNELIUS DR
CORNELIUS DR
MUIRLANDS BLVD
MUIRLANDS BLVD
ATSF RR BRIDGE
ATSF RR BRIDGE
JERONIMO RD
JERONIMO RD
PINO LN
PINO LN
TOLEDO WY
ARBOR WY
ROCKFIELD BLVD
RAYMOND WY
ARBOR WY
CORNELIUS DR
RAYMOND WY
MUIRLANDS BLVD
CORNELIUS DR
ATSF RR BRIDGE
MUIRLANDS BLVD
JERONIMO RD
ATSF RR BRIDGE
PINO LN
JERONIMO RD
TOLEDO WY
PINO LN
SERRANO RD
TOLEDO WY
TRABUCO RD
SERRANO RD
ALISO PARK DR
TRABUCO RD
TOLEDO WY
SERRANO RD
SERRANO RD
TRABUCO RD
TRABUCO RD
ALISO PARK DR
ALISO PARK DR
NORTHCREST DR
NORTHCREST DR
ALISO CREEK BRIDGE
ALISO CREEK BRIDGE
SUMMERWOOD WY
SUMMERWOOD WY
NORMANDALE DR
NORMANDALE DR
GLENMEADOWS DR
GLENMEADOWS DR
SANTA MARGARITA PKWY
SANTA MARGARITA PKWY
PHEASANT RUN
PHEASANT RUN
MARGUERITE PKWY
CITY LIMITS 1025' W/ RIDGELINE RD
RIDGELINE RD
NORTHCREST DR
ALISO PARK DR
ALISO CREEK BRIDGE
NORTHCREST
SUMMERWOOD WY
ALISO CREEK BRIDGE
NORMANDALE DR
SUMMERWOOD WY
GLENMEADOWS DR
NORMANDALE DR
SANTA MARGARITA PKWY
GLENMEADOWS DR
PHEASANT RUN
SANTA MARGARITA PKWY
MARGUERITE PKWY
PHEASANT RUN
RIDGELINE RD
CITY LIMITS 1025' W/ RIDGELINE RD
2 of 7
Item: 6
231
Appendix B Sorted by Street Name
MPAH PCI Listing - Current Conditions
MPAH
Width of
Segment
Most Recent
Inspection Date
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
Street Name From To Area
17,145
Current PCI
EL TORO ROAD
EL TORO ROAD
RIDGELINE RD LIVE OAK CANYON RD
RIDGELINE RD
22 22
48 48
40 40
40 40
32 32
32 32
30 32
33 32
32 32
40 28
30 30
30 30
30 30
30 30
30 30
30 30
30 30
58 42
64 44
46 36
36 36
36 36
42 42
42 74
65 94
94 95
93 94
94 94
95 94
93 97
98 98
98 98
98 98
95 96
97 97
97 97
97 97
96 97
97 96
95 96
97 83
80 53
59 72
70 75
78 69
75 56
62 60
LIVE OAK CANYON RD
PORTOLA PKWY
ELLIPSE
13,827
40,089
44,502
62,379
64,601
92,365
91,573
61,272
59,514
47,930
51,895
22,428
32,519
20,613
18,350
27,218
27,303
15,856
9,714
50,938
50,483
24,378
27,197
32,310
34,786
35,521
37,751
26,674
26,532
51,705
49,793
37,706
34,305
37,934
32,238
21,598
16,345
55,129
47,121
45,534
45,095
37,857
34,199
74,537
73,870
71,290
GLENN RANCH ROAD
GLENN RANCH ROAD
GLENN RANCH ROAD
GLENN RANCH ROAD
GLENN RANCH ROAD
GLENN RANCH ROAD
GLENN RANCH ROAD
GLENN RANCH ROAD
GLENN RANCH ROAD
GLENN RANCH ROAD
JERONIMO ROAD
JERONIMO ROAD
JERONIMO ROAD
JERONIMO ROAD
JERONIMO ROAD
JERONIMO ROAD
JERONIMO ROAD
JERONIMO ROAD
JERONIMO ROAD
JERONIMO ROAD
JERONIMO ROAD
JERONIMO ROAD
JERONIMO ROAD
JERONIMO ROAD
JERONIMO ROAD
JERONIMO ROAD
JERONIMO ROAD
JERONIMO ROAD
JERONIMO ROAD
JERONIMO ROAD
JERONIMO ROAD
JERONIMO ROAD
LAKE FOREST DRIVE
LAKE FOREST DRIVE
LAKE FOREST DRIVE
LAKE FOREST DRIVE
LAKE FOREST DRIVE
LAKE FOREST DRIVE
LAKE FOREST DRIVE
LAKE FOREST DRIVE
LAKE FOREST DRIVE
LAKE FOREST DRIVE
LAKE FOREST DRIVE
LAKE FOREST DRIVE
LAKE FOREST DRIVE
ELLIPSE
PORTOLA PKWY
DEFINITION
ELLIPSE
SADDLEBACK RANCH
DEFINITION
ELLIPSE
DEFINITION
DEFINITION
SADDLEBACK RANCH
SADDLEBACK RANCH RD
VIEJO RIDGE
VIEJO RIDGE
SADDLEBACK RANCH RD
EL TORO RDVIEJO RIDGE
EL TORO RD VIEJO RIDGE
LOS ALISOS BLVD
ALISO CREEK BRIDGE
ALISO CREEK BRIDGE
CHERRY AVE
ALISO CREEK BRIDGE
LOS ALISOS BLVD
CHERRY AVE
ALISO CREEK BRIDGE
ORANGE AVE
CHERRY AVE
EL TORO RD
ORANGE AVE
CANARD LN
EL TORO RD
RIDGE ROUTE DR
CANARD LN
SHADOWFAX DR
RIDGE ROUTE DR
WOODBLUFF RD
SHADOWFAX DR
LAKE FOREST
WOODBLUFF RD
HEIDI AVE
LAKE FOREST DR
BAKE PKWY
CHERRY AVE
ORANGE AVE
ORANGE AVE
EL TORO RD
EL TORO RD
CANARD LN
CANARD LN
RIDGE ROUTE DR
RIDGE ROUTE DR
SHADOWFAX DR
SHADOWFAX DR
WOODBLUFF RD
WOODBLUFF RD
LAKE FOREST DR
LAKE FOREST DR
HEIDI AVE
HEIDI AVE
BAKE PKWY HEIDI AVE
I-5 FWY OVERPASS
PVMNT CHNGE 300' W/ ROCKFIELD BLVD
PVMNT CHNGE 300' W/ ROCKFIELD BLVD
ROCKFIELD BLVD
ROCKFIELD BLVD
ASPAN ST
PVMNT CHNGE 300' W/ ROCKFIELD BLVD
I-5 FWY OVERPASS
ROCKFIELD BLVD
PVMNT CHNGE 300' W/ ROCKFIELD BLVD
ASPAN ST
ROCKFIELD BLVD
LAKE FOREST TOWN CTR
ASPAN ST
ASPAN ST
LAKE FOREST TOWN CTR
LAKE FOREST TOWN CTR
MUIRLANDS BLVD
MUIRLANDS BLVD
OVERLAKE DR
MUIRLANDS BLVD
LAKE FOREST TOWN CTR
OVERLAKE DR
MUIRLANDS BLVD
JERONIMO RDOVERLAKE DR
3 of 7
Item: 6
232
Appendix B Sorted by Street Name
MPAH PCI Listing - Current Conditions
MPAH
Width of
Segment
Most Recent
Inspection Date
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
Street Name From To Area
70,475
Current PCI
LAKE FOREST DRIVE
LAKE FOREST DRIVE
LAKE FOREST DRIVE
LAKE FOREST DRIVE
LAKE FOREST DRIVE
LAKE FOREST DRIVE
LAKE FOREST DRIVE
LAKE FOREST DRIVE
LAKE FOREST DRIVE
LAKE FOREST DRIVE
LAKE FOREST DRIVE
LAKE FOREST DRIVE
LAKE FOREST DRIVE
LAKE FOREST DRIVE
LAKE FOREST DRIVE
LAKE FOREST DRIVE
LAKE FOREST DRIVE
LAKE FOREST DRIVE
LAKE FOREST DRIVE
LAKE FOREST DRIVE
LAKE FOREST DRIVE
LAKE FOREST DRIVE
LAKE FOREST DRIVE
LAKE FOREST DRIVE
LAKE FOREST DRIVE
LAKE FOREST DRIVE
LAKE FOREST DRIVE
LAKE FOREST DRIVE
LAKE FOREST DRIVE
LAKE FOREST DRIVE
LAKE FOREST DRIVE
LAKE FOREST DRIVE
LAKE FOREST DRIVE
LAKE FOREST DRIVE
LAKE FOREST DRIVE
LOS ALISOS BOULEVARD
LOS ALISOS BOULEVARD
LOS ALISOS BOULEVARD
LOS ALISOS BOULEVARD
JERONIMO RD
JERONIMO RD
TOLEDO WY
OVERLAKE DR
TOLEDO WY
JERONIMO RD
SERRANO RD
TOLEDO WY
CHINOOK DR
SERRANO RD
TRABUCO RD
CHINOOK DR
OLD TRABUCO
TRABUCO RD
NEWVALE DR
OLD TRABUCO RD
FERNLEAF DR
NEWVALE DR
PITTSFORD DR
FERNLEAF DR
VINTAGE WOODS RD
PITTSFORD DR
DIMENSION DR
VINTAGE WOODS RD
REGENCY LN
DIMENSION DR
VISTA TERRACE
REGENCY LN
42 42
42 42
42 42
42 50
37 37
37 33
33 33
33 33
33 33
33 33
33 33
33 33
33 33
32 32
32 50
32 52
33 36
36 30
30 30
30 41
41 44
41 50
48 40
40 62
62 63
75 69
76 69
63 58
55 56
52 49
41 43
65 65
67 67
61 63
80 80
81 92
84 87
61 63
74 83
71 63
68 70
71 70
71 65
70 75
62 71
71 79
99 99
84,728
82,249
121,478
121,593
21,147
21,296
40,184
27,558
20,717
23,144
29,247
31,531
59,475
60,305
58,758
59,117
49,412
49,987
84,704
81,396
34,817
31,795
41,723
41,467
44,595
39,874
22,819
29,354
24,395
14,714
24,623
16,584
30,576
34,134
4,896
TOLEDO WY
SERRANO RD
SERRANO RD
CHINOOK DR
CHINOOK DR
TRABUCO RD
TRABUCO RD
OLD TRABUCO
OLD TRABUCO
NEWVALE DR
NEWVALE DR
FERNLEAF DR
FERNLEAF DR
PITTSFORD DR
PITTSFORD DR
VINTAGE WOODS RD
VINTAGE WOODS RD
DIMENSION
DIMENSION DR
REGENCY LN
REGENCY LN
VISTA TERRACE
VISTA TERRACE
RANCHO PKWY
RANCHO PKWY
RANCHO PKWY
VISTA TERRACE
CA-241 SB OFF RAMP
RANCHO PKWY
CA-241 NB ON RAMP
CA-241 SB OFF RAMP
TOWNE CENTRE DR
CA-241 NB ON RAMP
PORTOLA PKWY
TOWNE CENTRE DR
CITY LIMITS (195' E/ ROCKFIELD BLVD)
ROCKFIELD BLVD
ROCKFIELD BLVD
W. CITY LIMITS
TARGET
CA-241 SB OFF RAMP
CA-241 SB OFF RAMP
CA-241 NB ON RAMP
CA-241 NB ON RAMP
TOWNE CENTRE DR
TOWNE CENTRE DR
PORTOLA PKWY
ROCKFIELD BLVD
ALISO CREEK BRIDGE
W. CITY LIMITS
15,143
47,919
43,852
20,188
58,741
42,197
86,266
46,333
29,071
46,354
51,021
ROCKFIELD BLVD
LOS ALISOS BOULEVARD (WB ONLY) CITY LIMITS (MADERO)
LOS ALISOS BOULEVARD (WB ONLY) TARGET
LOS ALISOS BOULEVARD (WB ONLY) JERONIMO RD
LOS ALISOS BOULEVARD (WB ONLY) RR BRIDGE
LOS ALISOS BOULEVARD (WB ONLY) MUIRLANDS BLVD
LOS ALISOS BOULEVARD (WB ONLY) BOUGH AVE
JERONIMO RD
RR BRIDGE
MUIRLANDS BLVD
BOUGH AVE
ALISO CREEK BRIDGE
IRVINE CITY LIMITS
ASPAN ST
MUIRLANDS BOULEVARD
MUIRLANDS BOULEVARD
ASPAN ST
IRVINE CITY LIMITS
4 of 7
Item: 6
233
Appendix B Sorted by Street Name
MPAH PCI Listing - Current Conditions
MPAH
Width of
Segment
Most Recent
Inspection Date
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
Street Name From To Area
38,684
Current PCI
MUIRLANDS BOULEVARD
MUIRLANDS BOULEVARD
MUIRLANDS BOULEVARD
MUIRLANDS BOULEVARD
MUIRLANDS BOULEVARD
MUIRLANDS BOULEVARD
MUIRLANDS BOULEVARD
MUIRLANDS BOULEVARD
MUIRLANDS BOULEVARD
MUIRLANDS BOULEVARD
MUIRLANDS BOULEVARD
MUIRLANDS BOULEVARD
MUIRLANDS BOULEVARD
MUIRLANDS BOULEVARD
MUIRLANDS BOULEVARD
MUIRLANDS BOULEVARD
MUIRLANDS BOULEVARD
MUIRLANDS BOULEVARD
MUIRLANDS BOULEVARD
MUIRLANDS BOULEVARD
PORTOLA PARKWAY
PORTOLA PARKWAY
PORTOLA PARKWAY
PORTOLA PARKWAY
PORTOLA PARKWAY
PORTOLA PARKWAY
PORTOLA PARKWAY
PORTOLA PARKWAY
PORTOLA PARKWAY
PORTOLA PARKWAY
PORTOLA PARKWAY
PORTOLA PARKWAY
PORTOLA PARKWAY
PORTOLA PARKWAY
PORTOLA PARKWAY
PORTOLA PARKWAY
PORTOLA PARKWAY
LAKE FOREST DR
ASPAN ST
MURIN ISLE LN
LAKE FOREST DR
DYLAN AVE
MURIN ISLE LN
RIDGE ROUTE DR
DYLAN AVE
ENTRADOS DR
RIDGE ROUTE DR
TULIP ST
ENTRADOS DR
EL TORO RD
TULIP ST
ORANGE AVE
EL TORO RD
PARKVIEW LN
ORANGE AVE
LOS ALISOS BLVD
PARKVIEW LN
EL TORO RD
SADDLEBACK PKWY
SADDLEBACK PKWY
RANCHO PKWY
RANCHO PKWY
ASPAN ST 42
42 42
42 40
40 40
40 40
40 40
40 40
40 45
45 30
30 30
30 50
54 42
54 42
54 40
40 52
42 44
42 42
42 42
42 42
42 42
42 42
42 30
30 30
30 30
93 94
99 95
99 99
99 99
96 98
95 96
95 97
99 98
96 98
99 98
85 90
89 89
84 84
90 94
85 76
86 86
85 83
89 88
93 87
94 81
93 81
85 83
82 85
84 LAKE FOREST DR
LAKE FOREST DR
MURIN ISLE LN
MURIN ISLE LN
DYLAN AVE
40,397
39,289
34,149
31,833
41,121
25,372
27,756
41,217
46,116
44,518
47,019
27,688
31,462
29,251
24,964
24,199
30,372
28,747
29,656
46,607
45,377
53,912
60,228
38,743
43,646
57,654
55,988
49,931
39,335
57,714
62,040
48,250
50,525
38,492
42,489
33,480
30,898
51,026
57,652
55,472
48,957
20,527
22,072
38,640
35,331
50,363
DYLAN AVE
RIDGE ROUTE DR
RIDGE ROUTE DR
ENTRADOS DR
ENTRADOS DR
TULIP ST
TULIP ST
EL TORO RD
EL TORO RD
ORANGE AVE
ORANGE AVE
PARKVIEW LN
PARKVIEW LN
LOS ALISOS BLVD
SADDLEBACK PKWY
EL TORO RD
RANCHO PKWY
SADDLEBACK PKWY
PVMNT CHNGE (S/ CA-241 SB RAMPS)
RANCHO PKWY
PVMNT CHNGE (N/ CA-241 NB RAMPS)
PVMNT CHNGE (S/ CA-241 SB RAMPS)
GLENN RANCH RD
PVMNT CHNGE (N/ CA-241 NB RAMPS)
PAULING
PVMNT CHNGE (S/ CA-241 SB RAMPS)
PVMNT CHNGE (S/ CA-241 SB RAMPS)
PVMNT CHNGE (N/ CA-241 NB RAMPS)
PVMNT CHNGE (N/ CA-241 NB RAMPS)
GLENN RANCH RD
GLENN RANCH RD
PAULING GLENN RANCH RD
LAKE FOREST DR
PAULING
AUTO CENTER DR
LAKE FOREST DR
BAKE PKWY
AUTO CENTER DR
MARKET PL
BAKE PWKY
ALTON PKWY
MARKET PL
ROCKFIELD BLVD
WEST END
ELROND LN
PAULING
LAKE FOREST DR
LAKE FOREST DR
AUTO CENTER DR
AUTO CENTER DR
BAKE PKWY
BAKE PWKY
MARKET PL
MARKET PL
ALTON PARKWAY
WEST END
ROCKFIELD BLVD
ROCKFIELD BLVD
ELROND LN
PORTOLA PARKWAY
PORTOLA PARKWAY
PORTOLA PARKWAY
PORTOLA PARKWAY
PORTOLA PARKWAY
RIDGE ROUTE DRIVE
RIDGE ROUTE DRIVE
RIDGE ROUTE DRIVE
RIDGE ROUTE DRIVE
RIDGE ROUTE DRIVE
ROCKFIELD BLVD
MUIRLANDS BLVDELROND LN
5 of 7
Item: 6
234
Appendix B Sorted by Street Name
MPAH PCI Listing - Current Conditions
MPAH
Width of
Segment
Most Recent
Inspection Date
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
Street Name From To Area
53,273
Current PCI
RIDGE ROUTE DRIVE
RIDGE ROUTE DRIVE
RIDGE ROUTE DRIVE
RIDGE ROUTE DRIVE
RIDGE ROUTE DRIVE
RIDGE ROUTE DRIVE
RIDGE ROUTE DRIVE
RIDGE ROUTE DRIVE
RIDGE ROUTE DRIVE
RIDGE ROUTE DRIVE
RIDGE ROUTE DRIVE
RIDGE ROUTE DRIVE
RIDGE ROUTE DRIVE
RIDGE ROUTE DRIVE
RIDGE ROUTE DRIVE
ROCKFIELD BOULEVARD
ROCKFIELD BOULEVARD
ROCKFIELD BOULEVARD
ROCKFIELD BOULEVARD
ROCKFIELD BOULEVARD
ROCKFIELD BOULEVARD
ROCKFIELD BOULEVARD
ROCKFIELD BOULEVARD
ROCKFIELD BOULEVARD
ROCKFIELD BOULEVARD
ROCKFIELD BOULEVARD
ROCKFIELD BOULEVARD
ROCKFIELD BOULEVARD
ROCKFIELD BOULEVARD
ROCKFIELD BOULEVARD
ROCKFIELD BOULEVARD
ROCKFIELD BOULEVARD
ROCKFIELD BOULEVARD
ROCKFIELD BOULEVARD
ROCKFIELD BOULEVARD
ROCKFIELD BOULEVARD
ROCKFIELD BOULEVARD
ROCKFIELD BOULEVARD
ROCKFIELD BOULEVARD
SANTA MARGARITA PKWY
SANTA MARGARITA PKWY
SANTIAGO CANYON RD
SANTIAGO CANYON RD
SANTIAGO CANYON ROAD
SANTIAGO CANYON ROAD
SANTIAGO CANYON ROAD
SANTIAGO CANYON ROAD
MUIRLANDS BLVD
MUIRLANDS BLVD
OVERLAKE DR
ELROND LN
OVERLAKE DR
30 30
30 40
30 30
30 30
30 30
30 30
30 30
30 38
40 42
40 25
30 25
32 30
32 30
30 30
30 30
30 30
30 24
24 25
25 25
25 52
40 22
22 22
22 22
22 87
89 87
91 83
85 89
92 87
87 87
90 83
90 87
70 70
75 72
83 72
91 70
84 73
88 78
91 82
93 74
82 75
50 41
71 70
80 69
76 60
70 70
63 63
72 70
62,847
58,463
7,524
MUIRLANDS BLVD
TUNNEL 250' E/ OVERLAKE DR
OVERLAKE DR
OVERLAKE DR
TUNNEL 250' E/ OVERLAKE DR
TUNNEL 250' E/ OVERLAKE BLVD
JERONIMO RD
6,677
JERONIMO RD 28,126
24,670
31,301
31,391
44,503
42,800
40,457
38,531
37,479
39,389
8,439
TUNNEL 250' E/ OVERLAKE DR
COSTA BELLA DR
JERONIMO RD
JERONIMO RD
COSTA BELLA DR
COSTA BELLA DR
TOLEDO WY
TOLEDO WY
SERRANO RD
SERRANO RD
TRABUCO RD
CENTRE DR
TOLEDO WY
COSTA BELLA DR
SERRANO RD
TOLEDO WY
TRABUCO RD
SERRANO RD
CITY LIMITS (230' NW/ CENTRE DR)
CENTRE DRCITY LIMITS (210' NW/ CENTRE DR)
LAKE FOREST DR
CENTRE DR
10,759
24,459
28,274
24,221
22,429
22,160
27,546
20,889
24,030
18,088
18,323
20,532
20,561
28,316
28,774
27,479
32,961
17,828
13,822
29,368
30,159
32,910
34,466
61,125
48,736
22,242
28,502
21,318
24,502
53,375
56,189
CENTRE DR
LAKE FOREST DR
LAKE FOREST DR
BOEING AVE
BOEING LN
MERCURY RD
BOEING LN
LAKE FOREST DR
MERCURY RD
BOEIING AVE
RIDGE ROUTE DR
MERCURY RD
GONDOR DR
RIDGE ROUTE DR
DURYEA DR
GONDOR DR
CAVANAUGH RD
DURYEA DR
EL TORO RD
CAVANAUGH RD
ORCHARD LN
EL TORO RD
LANDISVIEW AVE
ORCHARD LN
LOS ALISOS BLVD
LANDISVIEW AVE
S. CITY LIMITS
EL TORO RD
200' N/ FALCON ST
CITY LIMITS
MERCURY RD
RIDGE ROUTE DR
RIDGE ROUTE DR
GONDOR DR
GONDOR DR
DURYEA DR
DURYEA DR
CAVANAUGH RD
CAVANAUGH RD
EL TORO RD
EL TORO RD
ORCHARD LN
ORCHARD LN
LANDISVIEW AVE
LANDISVIEW AVE
LOS ALISOS BLVD
EL TORO RD
S. CITY LIMITS
CITY LIMITS
200' N/ FALCON ST
CITY LIMITS 950' N/ LIVE OAK CANYON RD
LIVE OAK CANYON RD
MODJESKA GRADE RD
CITY LIMITS 100' S/ SADDLE CREST
LIVE OAK CANYON RD
950' N/ LIVE OAK CANYON RD
CITY LIMITS 100' S/ SADDLE CREST
MODJESKA GRADE RD
6 of 7
Item: 6
235
Appendix B Sorted by Street Name
MPAH PCI Listing - Current Conditions
MPAH
Width of
Segment
Most Recent
Inspection Date
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
Street Name From
MODJESKA GRADE RD
200' N/ FALCON ST
EL TORO RD
KILLY ST
KILLY ST
RIDGE ROUTE DR
RIDGE ROUTE DR
TIMBERLAND WAY
TIMBERLAND WAY
LAKE FOREST DR
LAKE FOREST DR
LAKEFIELD ST
LAKEFIELD ST
SERRANO RD
SERRANO RD
BAKE PKWY
S. CITY LIMITS
ALISO CREEK BRIDGE
ALISO CREEK BRIDGE
CHERRY AVE
CHERRY AVE
EL TORO RD
To Area
76,915
Current PCI
SANTIAGO CANYON ROAD
SANTIAGO CANYON ROAD
TOLEDO WAY
TOLEDO WAY
TOLEDO WAY
TOLEDO WAY
TOLEDO WAY
TOLEDO WAY
TOLEDO WAY
TOLEDO WAY
TOLEDO WAY
TOLEDO WAY
TOLEDO WAY
TOLEDO WAY
TOLEDO WAY
TOLEDO WAY
TRABUCO ROAD
TRABUCO ROAD
TRABUCO ROAD
TRABUCO ROAD
TRABUCO ROAD
TRABUCO ROAD
TRABUCO ROAD
TRABUCO ROAD
TRABUCO ROAD
TRABUCO ROAD
TRABUCO ROAD
TRABUCO ROAD
TRABUCO ROAD
TRABUCO ROAD
TRABUCO ROAD
TRABUCO ROAD
TRABUCO ROAD
TRABUCO ROAD
TRABUCO ROAD
TRABUCO ROAD
TRABUCO ROAD
TRABUCO ROAD
TRABUCO ROAD
TRABUCO ROAD
200' N/ FALCON ST
MODJESKA GRADE RD
KILLY ST
22 22
30 30
30 30
30 30
30 30
30 30
30 30
30 30
33 33
36 33
40 40
40 40
40 40
42 42
42 44
42 42
42 42
40 42
42 42
42 50
78 78
83 88
86 84
79 86
84 87
81 84
80 85
82 83
71 81
76 83
72 80
78 78
75 77
83 75
83 70
72 77
98 98
98 98
98 98
98 98
75,657
21,605
19,483
53,170
43,521
33,409
36,562
42,449
41,588
9,084
EL TORO RD
RIDGE ROUTE DR
KILLY ST
TIMBERLAND WAY
RIDGE ROUTE DR
LAKE FOREST DR
TIMBERLAND WAY
LAKEFIELD ST
LAKE FOREST DR
SERRANO RD
LAKEFIELD ST
BAKE PKWY
SERRANO RD
ALSIO CREEK BRIDGE
S. CITY LIMITS
CHERRY AVE
ALISO CREEK BRIDGE
EL TORO RD
CHERRY AVE
RIMHURST DR
EL TORO RD
RIDGE ROUTE DR
RIMHURST DR
RED RIVER DR
RIDGE ROUTE DR
LAKE FOREST DR
RED RIVER DR
PEACHWOOD
LAKE FOREST DR
VIA DEL RIO
PEACHWOOD
PASEO TRANQUILO
VIA DEL RIO
PASEO SOMBRA
PASEO TRANQUILO
BAKE PKWY
11,269
59,166
61,899
47,326
52,257
21,377
22,414
18,174
15,823
48,766
46,238
49,425
58,688
37,642
38,228
42,212
43,352
45,600
42,500
74,060
72,558
32,747
35,782
56,593
53,911
71,544
75,482
38,147
36,428
EL TORO RD
RIMHURST DR
RIMHURST DR
RIDGE ROUTE DR
RIDGE ROUTE DR
RED RIVER DR
RED RIVER DR
LAKE FOREST DR
LAKE FOREST DR
PEACHWOOD
PEACHWOOD
VIA DEL RIO
VIA DEL RIO
PASEO TRANQUILO
PASEO TRANQUILO
PASEO SOMBRA
PASEO SOMBRA
BAKE PKWY PASEO SOMBRA
7 of 7
Item: 6
236
Appendix B-2
Local Network
Item: 6
237
Appendix B Sorted by Street Name
Local PCI Listing - Current Conditions
Local
Width of
Segment
Most Recent
Inspection Date
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
12/16/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
Street Name From To Area Current PCI
ABRI PLACE
AGAVE
ALAMITOS
ALAMITOS
ENFILDE AVENUE
WILD ROSE
CUL DE SAC (S)
SANTA RITA
RUE DE FORTUNA
POPPY
37 33
33 33
33 37
33 33
37 33
33 36
37 37
33 33
20 20
33 37
33 33
40 50
37 37
33 32
32 33
33 37
33 37
33 33
40 40
33 33
37 32
33 33
33 33
3,805 89
68 67
74 72
93 61
57 91
83 74
83 78
66 90
88 81
73 94
83 80
81 84
85 89
87 98
55 61
94 63
80 63
68 67
81 56
61 88
69 90
66 76
87 77
67 17,010
9,014
17,427
33,353
4,356
SANTA RITA
CUL DE SAC (N)
LARKWOOD LN
ECHO PASS RD
CUL DE SAC
ALANWOOD STREET
ALDER WAY
ALDERGLEN DRIVE
ALDERWOOD
LANDISVIEW AVE
SADDLEBACK RANCH RD
DUNE MEAR
BROOKHAVEN
MONSERRAT AVENUE
SANDRA ST
13,847
8,328CUL DE SAC
ALETTE WAY RUE DE FORTUNA
ANNETTE AVE
CUL DE SAC
SOUTH END
RICHFORD DR
MIDCREST DR
CUL DE SAC
4,984
7,855ALICE AVENUE
ALISO COURT COUNTRYSIDE DR
EL TORO RD
EL TORO RD
RICHFORD DR
MISTY RIDGE LN
TOURAINE PLACE
SAGUARO ST
RATON DR
ELDERWOOD
PALOMA
ENTRADA
15,244
16,138
26,383
26,279
9,379
13,046
14,964
21,277
9,920
ALISO PARK DRIVE
ALISO PARK DRIVE
ALISO PARK DRIVE
ALISO VIEW CIRCLE
ALLEGE COURT
ALLEY E/ SAGUARO ST
ALLEY W/ SAGUARO ST
ALMONDWOOD
ALONDA
CUL DE SAC
END
SAGUARO ST
CUL DE SAC
CALLE CABRILLO
CUL DE SAC (W)
CUL DE SAC (E)
BURBANK
BONITA VISTA
MALLORCA
ROMANO
27,983
7,901ALTAVISTA
ALTAVISTA
ALTER
ENTRADA 13,099
47,282
62,673
30,293
33,620
33,288
16,610
26,296
19,134
9,158
LAKE FOREST DR
PORTOLA PARKWAY
BONITA VISTA
MALLORCA
ALTON PARKWAY
ALTON PARKWAY
ALTON PARKWAY
ANGELA STREET
ANKERTON DRIVE
ANKERTON DRIVE
ANNETTE AVENUE
ANSDELL CIRCLE
ANTERO
ANNETTE AVE
BRIDGER RD
MARYVINE ST
ALICE AVE
LANDISVIEW AVE
HEIDI AVE
MARYVINE ST
PENFIELD ST
ANGELA ST
CUL DE SAC
PALOMA
CUL DE SAC
CUL DE SAC
PALMWOOD DR
CUL DE SAC
FAIRFIELD 6,273
ANTHONY DRIVE
ANTIBES
ARBORWOOD
JERONIMO RD
TOWNE CENTER DR
ELDERWOOD
PARTERRE AVENUE
CRESCENT BAY DRIVE
COMMERCENTRE DRIVE
DUBLIN ST
26,347
39,263
9,880
ARCELLA CIRCLE
ARCTIC OCEAN DRIVE
ARCTIC OCEAN DRIVE
ARDEN STREET
ARDER COURT
ARGENTO STREET
ARROWWOOD STREET
ASHBROOK
12,888
64,069
50,139
19,033
14,078
15,768
26,804
11,340
14,622
5,117
COMMERCENTRE DR
COOKES BAY DRIVE
BARTON ST
CAMPO ROJO
RUE DE VALORE
LANDISVIEW AVE
CHERRY AVE
NEWVALE DR
ASHBROOK
CUL DE SAC
PARTERRE AVENUE
LARKWOOD LN
CUL DE SAC
CUL DE SAC
CUL DE SAC
ASHBY WAY
ASHFIELD
ASHLEY LANE NEWHALL LN CUL DE SAC 26,419
1 of 26
Item: 6
238
Appendix B Sorted by Street Name
Local PCI Listing - Current Conditions
Local
Width of
Segment
Most Recent
Inspection Date
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
Street Name From To Area Current PCI
ASHTON CIRCLE
ASHWOOD
ASPAN STREET
ASPAN STREET
ASPAN STREET
ASPAN STREET
ASPAN STREET
ASPAN STREET
ASPENWOOD
CRANBRIDGE DR
SPRING GLEN
MUIRLANDS BLVD
REMME RIDGE
LAMBERT ST
CENTRE DR
LAKE FOREST DR
BARTON ST
CUL DE SAC
CUL DE SAC
33 33
60 60
60 60
37 37
33 33
40 40
36 35
33 33
60 26
24 33
33 33
33 37
33 33
33 33
33 33
33 33
33 37
33 37
34 40
60 37
37 30
30 29
29 34
6,230 70
63 88
96 98
89 95
96 40
63 49
35 84
85 84
82 65
68 70
58 90
87 83
48 41
74 78
74 41
40 73
79 70
88 85
86 63
76 75
86 77
72 66
74 73
71 19,597
42,198
30,297
44,997
36,951
32,476
14,322
10,989
6,733
31,043
69,460
7,557
30,359
17,303
17,034
117,187
11,790
9,634
12,711
13,365
12,940
16,183
37,015
9,328
14,538
13,728
23,039
19,380
9,643
15,198
11,930
14,271
35,249
32,396
8,168
REMME RIDGE
LAMBERT ST
CENTRE DR
LAKE FOREST DR
BARTON ST
CUL DE SAC
CUL DE SAC
CUL DE SAC
BAFFIN BAY DR
DIMENSION DR
SERRANO RD
CHAPEL HILL DR
CUL DE SAC
ELDERWOOD
ASTOR WAY BELLCROFT DR
BISCAYNE BAY DR
BAFFIN BAY DR
ATLANTIC OCEAN DRIVE
ATLANTIC OCEAN DRIVE
AUBURN DALE DRIVE
AUBURN DALE DRIVE
AUDUBON WAY
AURORE AVENUE
AUTO CENTER DRIVE
AUTO CENTER DRIVE
AUTO CENTER DRIVE
AUTUMNWOOD
AVALON STREET
AVANCE
AVENIDA ALBERCON
AVENIDA AMAPOLA
AVENIDA AMBIENTE
AVENIDA BANCAL
AVENIDA FLORESTA
AVENIDA LIBRE
AVENIDA MANANTIAL
AVENIDA NARCISO
AVENIDA NUBES
AVENIDA PLANCIE
AVENIDA VERANEO
AVIGNON AVENUE
AVIGNON AVENUE
AWLSBURY COURT
AZUSA STREET
WILLIAMSBURG CT
SERRANO RD
NEW BEDFORD DR
ENFILDE AVENUE
TOWNE CENTRE DR
AUTO CENTER DR
PORTOLA PKWY
PALMWOOD
HARVE COURT
TOWNE CENTRE DR
PORTOLA PKWY
AUTO CENTER DR
FORESTWOOD
CUL DE SACOSWEGO ST
TOULON AVE
PASEO EQUESTRE
PASEO CIPRES
CUL DE SAC
CUL DE SAC
PASEO ABETO
CUL DE SAC
CUL DE SAC
CUL DE SAC
CUL DE SAC
CUL DE SAC
CUL DE SAC
CUL DE SAC
CUL DE SAC
CUL DE SAC
MONTAUBAN LN
CUL DE SAC
MARYHURST CT
CUL DE SAC
PASEO ARBOLEDA
PASEO SOMBRA
PASEO EQUESTRE
PASEO VEREDA
PASEO ARBOLEDA
PASEO TRANQUILO
PASEO VENDAVAL
PASEO TRANQUILO
PASEO SOMBRA
TOULON AVE
MONTAUBAN LN
REVERE RD
ARDEN ST
BAKE PARKWAY
BAKE PARKWAY
JERONIMO LN
7,543
BAFFIN BAY DRIVE
BAFFIN BAY DRIVE
BAKE LANE
ATLANTIC OCEAN DRIVE
CUL DE SAC
ONTARIO LN (PRIVATE)
TOLEDO LN
13,485
20,248
41,657
30,934
22,296
25,254
24,343
21,322
37,428
BAKE LANE ONTARIO LN (PRIVATE)
PORTOLA PKWY
BURBANK
BAKE PARKWAY
BAKE PARKWAY
BAKE PARKWAY
BAKE PARKWAY
BAKE PARKWAY
BURBANK
PORTOLA PKWY
RUE DE FORTUNA
BURBANK
BURBANK
RUE DE FORTUNA
RUE DE FORTUNA LAKE FOREST DR
2 of 26
Item: 6
239
Appendix B Sorted by Street Name
Local PCI Listing - Current Conditions
Local
Width of
Segment
Most Recent
Inspection Date
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
Street Name From To Area
32,790
Current PCI
BAKE PARKWAY
BAKER RANCH ROAD
BALISE LANE
LAKE FOREST DR RUE DE FORTUNA
CUL DE SAC
CUL DE SAC
CUL DE SAC
DURANGO
NORMANDALE DR
CUL DE SAC
TWIG ST
24 60
33 33
33 33
40 33
37 33
33 33
37 33
32 32
33 37
37 37
37 33
37 33
36 33
36 37
33 33
33 33
33 32
37 40
33 33
33 37
33 37
33 33
37 57
75 71
78 87
84 71
41 70
78 96
65 77
77 90
63 59
93 72
79 69
64 70
80 44
57 68
82 96
95 95
83 89
90 84
69 36
74 83
77 84
82 80
51 89
49 92
TOWNE CENTRE DR
AURORE AVENUE
CAISSON LANE
COOPER
NEWHALL LN
ATLANTIC OCEAN DRIVE
BRANCH AVE
PARELLE AVENUE
MULLIN RD
12,096
17,544
32,322
31,085
31,746
15,087
27,951
14,945
13,063
9,996
BALUSTRADE PLACE
BARBERRY
BARCLAY LANE
BARENTS SEA DRIVE
BARK STREET
BAROQUE WAY
BARRETT DRIVE
BARTON STREET
BASS LAKE CIRCLE
BAYES STREET
BEAULIEU LANE
BELGREEN PLACE
BELGREEN PLACE
BELLADONNA
BELLCROFT DRIVE
BELLCROFT DRIVE
BELLCROFT DRIVE
BELLCROFT DRIVE
BELLFLOWER
PARTERRE AVENUE
CUL DE SAC
ASPAN STARDEN ST
WINDING WY
KILLY ST
CUL DE SAC
DUNKENFIELD CIR
CUL DE SAC
LANDISVIEW AVE (N)
LARKWOOD LN
HELIOTROPE
VICAR WY
8,383
19,612
20,067
29,123
33,629
8,663
21,909
19,669
38,818
17,646
23,725
34,082
28,104
36,239
22,315
14,061
4,457
AVIGNON AVENUE
SILVER BAY DR
LANDISVIEW AVE (N)
LAUREL
MONTCLIFF DR
VICAR WY
ELSBERRY
DENSMORE DR
GOLDENROD
SALINAS
GREENBAY DR
WILLARD DR
JOHNSTONE DR
PACKER PL
CHERRY AVE
JUNIPER
HERON
ELSBERRY
DENSMORE DR
CUL DE SAC
CUL DE SAC
CUL DE SAC
WILLARD AVE
CUL DE SAC
CUL DE SAC
CUL DE SAC
BROOKHAVEN
HERON
BELLVISTA
BELQUEST DRIVE
BELQUEST DRIVE
BELSHIRE WAY
BENDRICON
BENNETT
BERNA
BERNA
15,040
5,936FORSTER
BIENVENU DRIVE
BIG SPRINGS ROAD
BIG TIMBER STREET
BIRDROCK DRIVE
BIRENDA
BISCAYNE BAY DRIVE
BLACKFOOT DRIVE
BLANCO
ENFILDE AVENUE
WILLOW BROOK LN
COUNCIL BLUFFS AVE
DURYEA DR
CUL DE SAC
CUL DE SAC
HICKORY HILLS AVE
CAVNAUGH RD
MONISHA
22,378
21,511
30,447
27,857
9,159
22,516
35,984
20,246
23,788
38,865
18,945
20,227
16,230
18,613
25,359
22,936
CANADA RD
COMMERCENTRE DRIVE
COSTA BELLA DR
CUL DE SAC (S)
ODESSA
ATLANTIC OCEAN DRIVE
DUNE MEAR RD
ODESSA
BLANCO
BLAZEWOOD
BLAZEWOOD
CUL DE SAC (N)
VERANO
CUL DE SAC
KILLY ST
QUAIL WY
POPPY
GALEANA
VERANO
DUNKENFIELD CIR
SWAN DR
WILD ROSE
BLOSSOM PARK STREET
BLUE BIRD DRIVE
BLUEBELL
BLUERIDGE ROAD
BOEING LANE
RIDGE ROUTE DR
LAKE CENTER DR
RESPIT RD
ROCKFIELD BLVD
3 of 26
Item: 6
240
Appendix B Sorted by Street Name
Local PCI Listing - Current Conditions
Local
Width of
Segment
Most Recent
Inspection Date
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
Street Name From To Area
19,315
Current PCI
BOEING LANE
BONITA VISTA
BONWOOD AVENUE
BRANCH AVENUE
BRANDYWINE LANE
BRANT
ROCKFIELD BLVD
ALTON PKWY
LANDISVIEW AVE
FORDVIEW AVE
MULLIN RD
CUL DE SAC
END
TWIG ST
CUL DE SAC
LARK
37 33
33 33
33 33
33 37
60 31
31 31
33 33
32 65
37 37
37 33
35 33
33 37
34 36
37 40
32 34
37 33
33 33
33 33
37 37
33 33
33 33
33 33
33 33
79 83
78 75
76 94
70 83
57 72
61 58
72 84
86 84
86 81
83 83
81 82
59 76
72 78
68 84
82 93
86 85
90 54
49 63
82 85
83 80
80 47
64 42
74 51
35,966
3,856
21,639
20,407
7,992
14,951
10,700
44,759
20,434
20,213
13,469
12,158
30,998
8,223
SUMMERWOOD WY
JUNIPER
BRIARCROFT GLEN ACRES
CRANBRIDGE DR
EL TORO RD
CUL DE SAC
WHEATON TERR
CUL DE SAC
LANDISVIEW AVE
ANKERTON DR
CUL DE SAC
REGENCY LN
CUL DE SAC
CUL DE SAC
CUL DE SAC
CUL DE SAC
GREENBANK
CUL DE SAC
CUL DE SAC
CUL DE SAC
END
CUL DE SAC
CUL DE SAC
CUL DE SAC
EL GATO WY
GUINEA ST
BAKE PKWY
CUL DE SAC
CUL DE SAC
TORINO DRIVE
CARILLON PLACE
CUL DE SAC
CUL DE SAC
CUL DE SAC
CUL DE SAC
PUERTO NUEVO
ALONDA
BRIDGEMONT ROAD
BRIDGER ROAD
BRIDGER ROAD
BRIDGER ROAD
BRIDGER ROAD
BRIGHTON LANE
BROADLEAF
SILVER BAY DR
LANDISVIEW AVE
ANKERTON DR
COVENTRY LN
GLEN ACRES
SUNLIGHT CREEK
FALLBROOK
GONDOR DR
BROOK HOLLOW
BROOKDALE 4,439
7,793BROOKFIELD CIRCLE
BROOKHAVEN
BROOKHAVEN
BROOKHILL ROAD
BROOKMONT
BRUSHWOOD LN
BRYDGES COURT
BUCKLAND LANE
BUCKWOOD
SOUTHBROOK
GREENBANK
18,317
21,180
20,801
22,364
7,059
WILLOW BROOK LN
CEDARSPRING
SHADY RIDGE LN
OSTERMAN RD
GRAYSTON DR
CHERRY AVE
6,974
28,166
14,187
18,383
29,134
70,261
13,932
32,799
14,758
6,157
25,884
13,972
19,936
8,237
10,455
37,374
23,384
16,534
28,693
12,903
38,838
22,719
8,354
BUNBURY DRIVE
BUNBURY DRIVE
BURBANK
LA VACA ST
CAVANAUGH RD
LAKE FOREST DR
WINDSONG DR
OVERLAKE DR
RUE DE FORTUNA
BALUSTRADE PLACE
TOULON AVENUE
PASEO OLMA
BYRON WAY
BYWATER ROAD
CABRIOLE
CAISSON
CALABRIA LANE
CALLE ALONDRA
CALLE ARENAL
CALLE BALSA
PASEO TRANQUILO
PASEO ARBOLEDA
LA PERLACALLE CABRILLO
CALLE CABRILLO
CALLE CABRILLO
CALLE CAMINATA
CALLE CELESTE
CALLE DEL LAGO
CALLE EL TORO GRANDE
CALLE EL TORO GRANDE
CALLE FLORERA
CALLE GRUTA
PUERTO NUEVO
ALONDA CUL DE SAC
CUL DE SAC
CUL DE SAC
CALLE OLIVIA
CAVANAUGH RD
LA VACA ST
CUL DE SAC
CUL DE SAC
PASEO EQUESTRE
CALLE VIENTOS
CALLE SENDERO
COSTA BELLA DR
EL CABALLO ST
AVENIDA PLANICIE
CALLE MADERA 7,882
4 of 26
Item: 6
241
Appendix B Sorted by Street Name
Local PCI Listing - Current Conditions
Local
Width of
Segment
Most Recent
Inspection Date
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
Street Name From
PASEO TRANQUILO
To Area
15,323
Current PCI
CALLE HORIZONTE
CALLE MADERA
CALLE MATORRAL
CALLE OCASO
CALLE OLIVIA
CALLE PRADERA
CALLE RECREO
CALLE SENDERO
CALLE SENDERO
CALLE TRES LOMAS
CALLE TRES LOMAS
CALLE VECINDAD
CALLE VIENTOS
CALLIOPE
CUL DE SAC
CUL DE SAC
CUL DE SAC
CUL DE SAC
PASEO EQUESTRE
PEACHWOOD
CUL DE SAC
CALLE PRADERA
PASEO TRANQUILO
CAVANAUGH RD
LA VACA ST
CUL DE SAC
CUL DE SAC
CUL DE SAC
CUL DE SAC
TESSERA AVENUE
CUL DE SAC
CUL DE SAC
CUL DE SAC
33 33
33 36
33 37
33 33
33 33
33 33
37 33
33 37
33 33
33 33
33 33
33 33
37 48
40 33
33 33
33 33
35 37
40 33
33 33
33 33
33 33
37 33
33 25
67 41
83 77
44 42
72 43
41 47
58 84
77 83
88 90
64 84
76 88
52 77
60 60
72 70
49 91
73 79
67 60
76 88
71 85
93 86
86 88
84 82
68 79
94 92
CALLE HORIZONTE
PASEO SOMBRA
PASEO EQUESTRE
CALLE DEL LAGO
CALLE SENDERO
PASEO VENDAVAL
PASEO ARBOLEDA
CALLE PRADERA
DUNE MEAR RD
EL CABALLO ST
PASEO VEREDA
PASEO SOMBRA
HYACINTH
CARILLON PLACE
CELONOVA PLACE
STRATFORD
WILLOW BROOK LN
COSTA BELLA DR
LA BRISA RD
17,925
17,902
5,839
13,016
32,892
9,111
29,465
14,951
8,740
18,458
25,758
10,452
23,390
16,012
43,666
8,340
24,602
19,714
25,626
8,497
62,056
32,803
36,627
31,685
38,341
24,387
5,445
13,421
12,985
32,363
8,526
19,336
41,604
14,072
9,544
CALOTTE PLACE
CAMARIN STREET
CAMDEN
CAMELBACK ROAD
CAMPO ROJO
CAMPO ROJO
CAMPO VERDE
CANADA ROAD
CANADA ROAD
CANADA ROAD
CANADA ROAD
CANADA ROAD
CANADA ROAD
CANARD LANE
CANARY COURT
CANDOR LANE
CANTEBURY LANE
CANTERRA
MAZA CT
CAVANAUGH RD
LAKE FOREST DR
EMERALD COURT SOUTH ENTERANCE
EMERALD COURT NORTH ENTERANCE
BIRENDRA
EL CABALLO ST
EMERALD COURT SOUTH ENTERANCE
EMERALD COURT NORTH ENTERANCE
BIRENDRA
SERRANO CT
DIMENSION DR
CUL DE SAC
RUMBLE DR
CUL DE SAC
CUL DE SAC
PEMBROKE LN
CUL DE SAC
CUL DE SAC
SERRANO CT
DIMENSION DR
JERONIMO RD
SKYLARK DR E/
MULLIN RD
SOMMERSET LN
MIRALINDA
FAIRFIELD
GLENN RANCH WAY
BAKE PKWY
DEL PADRE
CANTORA
CANYON VISTA DRIVE
CAPITAL DRIVE
CAPRI
CARDINAL PLACE
CARILLON PLACE
CARMEL DRIVE
CARMEL DRIVE
CARRELAGE LANE
CASA VERDE
SLEEPING OAK DRIVE
EMPIRE DR
CUL DE SAC
CUL DE SAC
CALOTTE PLACE
LIDO LN
NW CUL DE SAC
CUL DE SAC
CUL DE SAC
JARROW LN
DURANGO
ROBIN ST 11,982
24,149
23,622
9,557
21,364
16,659
9,749
30,245
9,564
13,789
RUE DE VALORE
SW CUL DE SAC
LIDO LN
ENFILDE AVENUE
DEL PADRE
SUTTON DR
COOPER
MANZANILLO
UMBRIA
CASEY ROAD
CASPIAN
CASSIN
CASTELLANA
SWIFT
CUL DE SAC
5 of 26
Item: 6
242
Appendix B Sorted by Street Name
Local PCI Listing - Current Conditions
Local
Width of
Segment
Most Recent
Inspection Date
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
Street Name From To Area
23,856
Current PCI
CATALINA
CATALINA
CATALINA
CATALINA
CATALINA
CAVAN LANE
LAUREL
ALTON PKWY
HERON
ALTON PKWY
HERON
CHICORY
37 37
36 36
36 33
32 32
36 36
33 33
33 33
37 36
37 37
37 60
33 36
33 33
33 37
36 36
35 36
36 36
36 36
33 33
27 33
33 37
40 37
18 33
33 33
87 90
92 92
90 78
58 68
70 67
63 56
62 98
82 81
77 79
87 94
79 81
66 80
82 62
79 84
90 92
91 93
92 72
59 89
95 82
96 77
95 94
93 89
84 80
27,236
25,752
25,625
30,840
4,557
26,121
33,371
32,124
31,932
25,377
21,106
9,160
CHICORY MARIPOSA
MARIPOSA
GALWAY DR
EAGLEMONT AVE
ROCKFIELD BLVD
MC COY RD
OSPREY ST
ROUNDABOUT
DUNDEE DR
GOWDY AVE
MC COY RD
CAVANAUGH ROAD
CAVANAUGH ROAD
CAVANAUGH ROAD
CAVANAUGH ROAD
CAVANAUGH ROAD
CAVANAUGH ROAD
CAVANAUGH ROAD
CEDAR POINT CIRCLE
CEDAR RIDGE ROAD
CEDARBROOK CIRCLE
CEDARSPRING
OSPREY ST
BUNBURY DR
CALLE TRES LOMAS
CALLE EL TORO GRANDE
CUL DE SAC
CUL DE SAC
SADDLEBACK RANCH RD
CUL DE SAC
GLEN ACRES
CUL DE SAC
CUL DE SAC
ASPAN ST
CORTA CRESTA
CALLE TRES LOMAS
BELQUEST DR
JAGGER ST
WILLOW BROOK LN
RESPIT RD
7,086
46,184
5,519
CHERRY AVE
GLEN ACRES
13,628
34,950
27,230
57,336
15,580
27,778
22,187
18,789
14,145
40,324
22,429
30,485
25,555
36,290
21,349
17,233
22,000
26,319
16,511
15,374
5,141
21,064
18,390
29,770
54,999
15,221
8,558
13,900
8,759
11,056
CEDARSPRING
CELONOVA RUE DE VALORE
ROCKFIELD BLVD
RIDGE ROUTE DR
ROCKFORD DR
PITTSFORD DR
MAMMOTH CIR
ARCELLA CIRCLE
FRONT ST
CENTRE DRIVE
CHAPARRAL LANE
CHAPEL HILL DRIVE
CHARFORD WAY
CHASTER ROAD
CHATRI CIRCLE
CHERRY AVENUE
CHERRY AVENUE
CHERRY AVENUE
CHERRY AVENUE
CHERRY AVENUE
CHERRY AVENUE
CHERRY AVENUE
CHERRY AVENUE
CHERRY AVENUE
CHERYL WAY
CUL DE SAC
AUBURN DALE DR
CUL DE SAC
PINE FLAT CIR
CUL DE SAC
JERONIMO RD
2ND ST
CEDARSPRING
FERNBANK
CRESTBROOK
PRINCETON WY
BENNETT
TRABUCO RD
DARRIN
MANALASTAS DR
CUL DE SAC
CATALINA
CUL DE SAC
CUL DE SAC
CUL DE SAC
LUCANIA
JERONIMO RD
2ND ST
CEDARSPRING
FERNBANK
CRESTBROOK
PRINCETON WY
BENNETT
TRABUCO
MANALASTAS DR
PALOMACHEYENNE
CHICORY PERA
CHIMNEY ROCK
CINDY LANE
WILLOW BROOK LN
SANDRA ST
TIMBERLINE WY
COMMERCENTRE DRIVE
LUCANIA
BEGIN ROUNDABOUT
ROUNDABOUT
CRANBRIDGE DR
BAYES ST
CINNAMON ROAD
CIVIC CENTER DR
CIVIC CENTER DR
CIVIC CENTER DR
CIVIC CENTER DR
CLAIREMONT PLACE
CLAUDE CIRCLE
ROUNDABOUT
END ROUNDABOUT
ATHOS
CUL DE SAC
CUL DE SAC
6 of 26
Item: 6
243
Appendix B Sorted by Street Name
Local PCI Listing - Current Conditions
Local
Width of
Segment
Most Recent
Inspection Date
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
Street Name From To Area
11,417
Current PCI
CLAUDE CIRCLE
CLEAN BROOK
CLIFDEN COURT
CLOVER
COACHMAN WAY
COCA
BLOSSOM PARK
HEATHER BROOK
KENMARE DR NE/
SAGE
LARCHMONT DR
ALONDA
HAZELWOOD
RIDGE ROUTE DR
LOUMONT DR
DIMENSION DR
CIVIC CENTER DR
BISCAYNE BAY DR
BAKE PKWY
ARCTIC OCEAN DR
ALTON PKWY.
KIRKWALL LN
CUL DE SAC
KARI BROOK
CUL DE SAC
HONEYSUCKLE
CRANBRIDGE DR
CUL DE SAC
33 32
33 33
33 33
33 33
36 60
60 60
60 60
37 33
40 40
33 33
33 33
37 36
37 37
33 33
33 34
33 33
33 33
33 33
37 37
33 33
37 37
33 37
37 38
75 77
62 65
87 84
69 72
56 77
79 75
78 78
90 60
59 80
77 78
78 64
89 58
85 81
47 49
38 63
65 74
86 89
74 80
85 84
58 86
86 87
72 91
87 91
7,391
7,510
24,005
13,040
33,341
13,188
4,792
19,565
27,694
117,938
55,889
58,178
57,062
14,008
13,438
31,070
9,719
COLDBROOK CUL DE SAC
COLEFORD STREET
COLEFORD STREET
COMMERCENTRE DRIVE
COMMERCENTRE DRIVE
COMMERCENTRE DRIVE
COMMERCENTRE DRIVE
COMMERCENTRE DRIVE
CONDESA
COSTA BELLA DR
DUNE MEAR RD
CIVIC CENTER DR
BISCAYNE BAY DR
BAKE PKWY
ARCTIC OCEAN DR
ALTON PARKWAY
BLAZEWOOD
CUL DE SACCONNEMARA COURT
COOK TOWNE CENTRE DR
BAKE PARKWAY
CASPIAN
WRIGHT
COOKS BAY DRIVE
COOPER
ARCTIC OCEAN DRIVE
MARIGOLD ST
FUCHSIA
18,856
9,667COOPER MARIGOLD ST
DESERT WOOD ST
PITTSFORD DR
FERNLEAF DR
EL TORO RD
CORAL WOOD STREET
CORALITA
CORBY DRIVE
CORNELIUS DRIVE
CORONADO
LAUREL WOOD ST
MIRALINDA
TWINFORD DR
EAST END
MONTECILO
SANTA RITA
ENTRADOS DR
CAVANAUGH RD
TULIP ST
15,423
28,249
9,539
32,450
14,080
20,171
32,494
15,983
9,655
11,656
26,281
21,624
22,165
16,965
11,753
7,440
18,945
48,809
11,523
10,761
21,142
16,766
29,467
20,086
17,177
15,573
PALOMA
BLANCOCOROZAL
CORTA CRESTA DRIVE
CORTA CRESTA DRIVE
CORTA CRESTA DRIVE
CORTA CRESTA DRIVE
COSTA BELLA DRIVE
COSTA BELLA DRIVE
COSTA BELLA DRIVE
COSTA BELLA DRIVE
COUNCIL BLUFFS AVENUE
COUNTRY RIDGE CR
COUNTRYSIDE DR
COUNTRYSIDE DR
COVENTRY LANE
COZUMEL
CRANBRIDGE DRIVE
CRANBRIDGE DRIVE
CRANBROOKE DRIVE
CRANE STREET
CRANE STREET
CREEKSIDE DR
COSTA BELLA DR
ENTRADOS DR
EL CABALLO ST
TULIP ST
CORTA CRESTA DR
COLEFORD ST
RIDGE ROUTE DR
PIZARRO RD
LA VACA ST
COLEFORD ST
CALLE EL TORO GRANDE
PIZARRO RD
VISTA FUSCO
BIG TIMBER ST
CUL DE SAC
ALISO CT
NORMANDALE DR
CUL DE SAC
JAGGER ST
VISTA ESTATE DR
RUSHFORD DR
ALISO CT
BRIGHTON LN
BLANCO CUL DE SAC
VALLEYMONT WY
BRIDGEMONT RD
GLENMEADOWS DR
PEACOCK ST
BRIDGEMONT RD
COACHMAN WY
NORTH HAMPTON WY
FALCON ST
FALCON ST
EL TORO RD
CUL DE SAC
SUNLIGHT CREEK
7 of 26
Item: 6
244
Appendix B Sorted by Street Name
Local PCI Listing - Current Conditions
Local
Width of
Segment
Most Recent
Inspection Date
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
Street Name From
ARCTIC OCEAN DRIVE
MULLIN RD
CLOVER
MONARCH
CHERRY AVE
CUL DE SAC (S)
PONCHA SPRING
SHASTA LAKE RD
SUMMER CREEK
PAULING
TIGERLILY
LOS ALISOS BLVD
MULLIN RD
MIDCREST DR
CHERRY AVE
FOXBOROUGH WY
SERRANO RD
TONIA AVE
GLENN RANCH RD
MIMOSA
To Area
53,258
Current PCI
CRESCENT BAY DRIVE
CRESCENT ROAD
CRESS
BAKE PARKWAY
ELROND LN
MONARCH
40 37
27 27
37 32
32 33
32 40
33 33
33 33
46 33
37 33
60 33
37 40
34 32
37 33
33 33
33 33
33 33
33 36
33 33
33 37
33 36
32 33
33 33
33 32
51 89
83 94
79 62
74 72
82 89
68 62
83 72
76 72
85 84
80 83
89 88
82 87
59 93
94 95
94 94
94 91
92 94
70 84
64 90
86 81
74 88
80 81
79 80
24,199
7,856
5,014
4,841
10,111
6,927
26,516
17,418
50,982
13,262
4,503
10,788
6,104
CRESS HYACINTH
CRESTBROOK SOUTHBROOK
PONCHA SPRING
CUL DE SAC (N)
CUL DE SAC
KARI BROOK
DESCARTES
CUL DE SAC
FORDVIEW ST
CUL DE SAC
CUL DE SAC
ELOISE DR
CUL DE SAC
WINDWOOD LN
JONATHAN AVE
ICON
CUL DE SAC
BELLCROFT DR
DA VINCI
WILLOW WOOD ST
CUL DE SAC
GRAYSTON DR
CANADA RD
CRIPPLE CREEK
CRIPPLE CREEK
CRYSTAL CIRCLE
CURRANT CREEK
DA VINCI
DAHLIA
DALEVIEW DRIVE
DANBY DRIVE
DANBY WAY
DARRIN DRIVE
DARTMOUTH CIRCLE
DAYTON DRIVE
DEBRA STREET
DEFINITION
3,274
18,395
26,829
23,511
64,375
33,797
8,039
40,068
9,323
7,658
22,740
35,876
38,607
26,600
27,111
33,736
28,776
36,130
39,210
43,839
30,129
27,319
7,154
43,263
36,671
15,659
27,064
9,532
11,934
17,884
19,544
21,519
DEL PADRE
DENSMORE DRIVE
DESCARTES
FERNLEAF DR
PAULING
DESERT WOOD STREET
DEVONSHIRE COURT
DEVONSHIRE DRIVE
DIMENSION DRIVE
DIMENSION DRIVE
DIMENSION DRIVE
DIMENSION DRIVE
DIMENSION DRIVE
DIMENSION DRIVE
DIMENSION DRIVE
DIMENSION DRIVE
DIMENSION DRIVE
DOGWOOD
DONEGAL LANE
DONNA LANE
DORADO DRIVE
DORADO DRIVE
DOWNLAND ROAD
DREXEL WAY
CORAL WOOD ST
RUSHFORD DR
PARKHILL RD
LAKE FOREST DR
CANADA RD LAKE FOREST DR
SERRANO CREEK BRIDGE
CANADA RD
COMMERCENTRE DR
SERRANO CREEK BRIDGE
BAKE PKWY
COMMERCENTRE DR
MONARCH BLVD
HOLLYHOCK
CANADA RD
SERRANO CREEK BRIDGE
SERRANO CREEK BRIDGE
COMMERCENTRE DR
COMMERCENTRE DR
BAKE PKWY
BAKE PKWY
GOLDENROD
GALWAY DR
DEBRA ST
PENDLETON RD
TORRES WY
GRAYSTON DR
ELSBERRY WY
ARDEN ST
STONEHAVEN LN
STONE HAVEN LN
FALKIRK LN
CUL DE SAC
CUL DE SAC
TORRES WY
CUL DE SAC
EL ROND LN
CUL DE SAC
LOTUS LN
MC INTOSH LN
FALKIRK LN
DUBLIN STREET
DUNBAR DRIVE
DUNDEE DRIVE
DUNDEE DRIVE
DUNE MEAR ROAD
CUL DE SAC
EAGLEMONT AVEGOWDY AVE
8 of 26
Item: 6
245
Appendix B Sorted by Street Name
Local PCI Listing - Current Conditions
Local
Width of
Segment
Most Recent
Inspection Date
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
12/16/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
Street Name From To Area Current PCI
DUNE MEAR ROAD
DUNE MEAR ROAD
DUNE MEAR ROAD
DUNE MEAR ROAD
DUNE MEAR ROAD
DUNE MEAR ROAD
DUNKENFIELD CIRCLE
DUNKENFIELD CIRCLE
DURANGO
EAGLEMONT AVE
BIRDROCK DR
MC COY RD
REDLEN ST
CORTA CRESTA DR
ROCKFIELD BLVD
GRAYSTON DR
OSPREY ST
32 32
33 37
33 33
33 33
33 32
32 33
37 37
33 37
32 32
33 33
34 33
33 33
33 36
36 37
37 30
30 33
33 33
60 33
33 37
37 33
40 33
33 33
37 37
4,872 53
68 58
80 59
58 81
75 89
58 51
72 93
92 78
94 49
44 82
86 86
78 68
62 68
80 35
93 87
65 74
69 54
85 69
65 75
84 84
98 72
75 88
92 86
88 17,910
28,400
21,841
23,028
21,966
15,504
15,862
9,178
19,677
23,065
9,030
27,179
21,343
12,110
4,260
12,677
15,715
10,800
18,903
37,236
30,321
26,677
20,826
16,018
12,151
19,002
35,110
26,332
20,409
11,863
14,842
22,504
9,380
79,843
30,289
16,539
19,836
19,425
4,658
43,511
12,382
16,248
14,049
22,117
17,360
BUNBURY DR
CALLE TRES LOMAS
CALLE EL TORO GRANDE
CUL DE SAC
CALLE TRES LOMAS
BAYES ST
BLOSSOM PARK ST CUL DE SAC
BARBERRY
EAGLEMONT AVE
GRAYSTON DR
REDLIN ST
JAGGER ST
MUIRLANDS BLVD
CUL DE SAC
CASPIAN
GOWDY AVE
ROCKFIELD BLVD
OSPREY ST
EL ROND LN
DURYEA DRIVE
DURYEA DRIVE
DURYEA DRIVE
DYLAN AVENUE
DYLAN AVENUE
EAGLE LAKE CIRCLE
EAGLE STREET
EAGLEMONT AVENUE
EAGLEMONT AVENUE
EASTRIDGE DRIVE
EASTRIDGE DRIVE
ECHO PASS ROAD
ECLIPSE
EL CABALLO STREET
EL CABALLO STREET
EL CABALLO STREET
EL GATO WAY
EL PERRO STREET
EL ROND LANE
JAGGER ST
WINDING WY
JERONIMO RD
DURYEA DR
PEACOCK ST
DUNE MEAR RD (W)
CAVANAUGH RD
CUL DE SAC (W)
CUL DE SAC (E)
CUL DE SAC
DUNE MEAR RD (W)
CRANBROOKE DR
CRANBROOKE DR
SYCAMORE GLEN DR
JASMINE
CORTA CRESTA DR
CALLE TRES LOMAS
BELQUEST DR
JUTEWOOD PL
JUTEWOOD PL
DYLAN AVE
PROMINENCE
CALLE TRES LOMAS
CALLE EL TORO DR
CUL DE SAC
BUNBURY DR
CUL DE SAC
RIDGE ROUTE DR
DOWNLAND RD
WHISLER DR
END
POPLARWOOD
ASPENWOOD
CUL DE SAC
ICON
CUL DE SAC
SALLY DR
RICHFORD DR
BELLCROFT DR
HICKORY HILLS AVE
NORTH POINTE DR
CUL DE SAC
EL ROND LANE RIDGE ROUTE DR
EL TORO RD
WHISLER DR
EL TORO FRONTAGE RD
EL TORO FRONTAGE RD
ELDERWOOD ALMONDWOOD
POPLARWOOD
ALAMITOS W/
GLENN RANCH RD
PITTSFORD DR
LORRI DR
WINDSONG DR
RICHFORD DR
OSWEGO ST
ELDERWOOD
ELDORADO
ELLIPSE
ELMCREST WAY
ELOISE DRIVE
ELSBERRY WAY
ELSBERRY WAY
EMERSON STREET
EMPIRE DRIVE CAPITAL DR
EMYVALE CT
ENCINAL
KIRKWALL LN
SANTA MARIA
CARRELAGE AVE
FASCIA PL
SAUCITO
FASCIA PL
ABRI PL
BIENVENU DR
ENFILADE AVENUE
ENFILADE AVENUE
ENFILADE AVENUE ABRI PL
9 of 26
Item: 6
246
Appendix B Sorted by Street Name
Local PCI Listing - Current Conditions
Local
Width of
Segment
Most Recent
Inspection Date
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
Street Name From To Area Current PCI
ENTRADA PALOMA ALTAVISTA 33
37 32
33 33
33 37
37 37
37 37
33 37
33 33
33 33
33 37
37 37
37 37
37 37
33 33
33 34
34 33
40 33
33 33
36 37
37 34
33 40
33 33
33 33
33 3,522
4,698
4,305
9,060
82 41
52 44
80 77
90 85
82 77
90 87
78 84
94 58
81 39
55 92
84 83
80 80
83 70
83 78
75 76
79 44
49 94
90 91
54 48
52 79
68 84
85 68
87 70
ENTRADOS DRIVE
ENTRADOS DRIVE
ERIN COURT
BUNBURY DR
MUIRLANDS BLVD
KIRKWALL LN SE/
TORINO DRIVE
CHERRY AVE
RUE DE FORTUNA
LUNETTE AVE
MONTEE PL
LUNETTE AVENUE
RUE DE VALORE
RIMGATE DR
CUL DE SAC (W)
CANTORA
MUIRLANDS BLVD
CORTA CRESTA DR
CUL DE SAC
CUL DE SAC
CUL DE SAC
LUNETTE AVE
MONTEE PL
CUL DE SAC
TAVELLE PLACE
PARELLE AVENUE
CUL DE SAC
ESPALIER 25,103
17,908
17,802
31,820
9,917
ESROSE COURT
ESTERNAY DRIVE
ESTERNAY DRIVE
ESTERNAY DRIVE
ESTRADE PLACE
EVASE AVENUE
EXTON AVENUE
FAIRFIELD
12,936
5,209
13,087
19,877
23,676
11,901
29,056
19,503
28,040
30,620
3,479
CANTORA
FAIRFIELD CUL DE SAC (E)
PHEASANT ST
PITTFORD
CUL DE SAC
VALEWOOD
FALCON STREET
FALKIRK LANE
FALLBROOK
FALLENWOOD
FARTHING STREET
FASCIA PLACE
FAWN RIDGE ROAD
FAWN RIDGE ROAD
FERNBANK
CRANE ST
DUNDEE DR
CHERRY AVE
AUTUMNWOOD
JERONIMO RD
RUE DE FORTUNA
JASPER HILL RD
RED BLUFF DR
CHERRY AVE
LAKE FOREST DR
DENSMORE DR
HERON
CUL DE SAC (S)
SANTA MARIA
LOS ALISOS BLVD
DALEVIEW ST
NORMANDALE DR
LAKE FOREST DR
AUTUMNWOOD
PINYON
EL ROND LN
TOLEDO WY
CHERRY AVE
OLIVE AVE
ORANGE AVE
COOPER
WINDROW DR
CANTORA
DONEGAL LN
MORNING GLORY
MULLIN RD
STEARN CIR
ENFILDE AVENUE
RED BLUFF DR
SADDLEBACK RANCH ROAD
HAZELWOOD
DENSMORE DR
RIMHURST DR
HERON
23,429
28,823
9,343
FERNLEAF DRIVE
FERNLEAF DRIVE
FINCH
41,599
17,797
60,681
14,965
11,284
28,234
24,050
21,518
17,129
26,321
27,510
19,110
35,999
13,746
14,095
12,440
29,409
12,622
29,215
30,118
13,932
6,805
FLORES
FLORES
SANTA MARIA
CUL DE SAC (N)
DALEVIEW ST
CUL DE SAC
CUL DE SAC
CUL DE SAC
VALEWOOD
CUL DE SAC
CUL DE SAC
WILLIAMSBURG CT
OLIVE AVE
ORANGE AVE
CUL DE SAC
CUL DE SAC
VALENCIA CIR
CUL DE SAC
STERLING DR
SNAPDRAGON
CUL DE SAC
FORDVIEW STREET
FORDVIEW STREET
FOREST MEADOW DRIVE
FOREST RIDGE DRIVE
FORESTWOOD
FORSTER
FORTUNE DRIVE
FOXBOROUGH WAY
FRONT STREET
FRONT STREET
FRONT STREET
FUCHSIA
FUERTE DRIVE
GALEANA
GALWAY DRIVE
GARDENIA
GATES STREET
GEMWOOD DRIVE HIGH PINE RD PENFIELD ST 25,398
10 of 26
Item: 6
247
Appendix B Sorted by Street Name
Local PCI Listing - Current Conditions
Local
Width of
Segment
Most Recent
Inspection Date
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
12/16/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
Street Name From To Area Current PCI
GEMWOOD DRIVE
GEMWOOD DRIVE
GEMWOOD DRIVE
GINGER ROAD
GEMWOOD DR
GEMWOOD DR
BELGREEN PL
TIMBERLINE WY
CEDARSPRING
EL TORO RD
CUL DE SAC (E)
CUL DE SAC (W)
END
32 32
32 37
37 36
37 33
33 33
33 33
37 18
18 35
32 33
37 32
32 33
33 33
33 33
33 37
35 33
33 33
37 33
32 33
37 36
33 33
40 33
27 27
33 33
6,591
6,872
3,819
62 68
52 79
84 66
65 90
73 52
68 67
65 58
82 70
83 64
78 80
78 78
65 76
98 74
51 69
86 74
78 79
72 73
62 86
93 90
87 82
74 94
93 60
59 84
CUL DE SAC 23,488
13,866
24,378
20,983
9,916
GLEN ACRES SPRINGWATER
WHEATON TERRACE
NORTHAMPTON WY
MISTY RIDGE LN
CUL DE SAC
GLENMEADOWS DRIVE
GLENMEADOWS DRIVE
GLENN RANCH WAY
GLENNHURST
GOLDEN EAGLE LANE
GOLDENROD
WHEATON TERRACE
SHADOW OAK DR
BROOKHAVEN
GOWDY AVE
DOGWOOD
14,193
5,472BLUE BIRD DR
HOLLYHOCK
BELLFLOWER
GRAYSTON DR
RIDGE ROUTE DR
BEND AT FORK
DURYEA DR
CAVANAUGH RD
CUL DE SAC
DEVONSHIRE DR
DURYEA DR
DUNE MEAR RD
CUL DE SAC
BELQUEST DR
CUL DE SAC
CUL DE SAC
CUL DE SAC
OSPREY ST
BUNBURY DR
CUL DE SAC
CUL DE SAC
CUL DE SAC
LANTERN LN
FERNBANK
CUL DE SAC
CUL DE SAC
CUL DE SAC
VALLEYMONT RD
JERONIMO RD
TOMANGO
MACATERA
CUL DE SAC
BERNA
CATALINA
FINCH
CUL DE SAC
27,110
24,604
25,977
16,191
17,125
29,041
33,420
22,086
30,498
8,321
16,170
15,579
31,727
16,453
6,212
GOLDENROD HOLLYHOCK
GONDOR DRIVE
GOWDY AVENUE
GOWDY AVENUE
GOWDY AVENUE
GOWDY AVENUE
GRASS STREET
GRAYSTON DRIVE
GRAYSTON DRIVE
GRAYSTON DRIVE
GREENBANK
ROCKFIELD BLVD
BEND AT FORK
RIDGE ROUTE DR
BEND AT FORK
DURYEA DR
TWIG ST
BUCKLAND LN
DEVONSHIRE DR
DURYEA DR
BROOKHAVEN
JERONIMO RD
BROOKHAVEN
TEED ST
TREELINE LN
MCCOY RD
REDLEN ST
GREENBAY DRIVE
GREENHILL
GRETTA STREET
GROVESIDE LANE
GUINEA DRIVE
GUINEA STREET
HAMPDEN TERRACE
HARVE COURT
HARVEST VIEW LANE
HAZELNUT LANE
HAZELWOOD
7,817
28,137
25,182
7,503WHEATON TERRACE
AURORE AVENUE
MILLWOOD RD
PEWTER LN
11,105
33,694
16,479
18,188
15,857
29,367
18,657
4,569
26,427
21,450
15,980
24,390
19,463
5,458
BROOKMONT
FERNBANKHAZELWOOD
HEATHER BROOK
HEATHEROW CIRCLE
HEDGMONT WAY
HEIDI AVENUE
SUNLIGHT CREEK
FOXBOROUGH WY
NORMANDALE DR
KATHY AVE
HELIOTROPE
HELIOTROPE
MAGNOLIA
TOMANGO
RANCHO PKWY
PINYON
BERNA
CATALINA
MIDCREST DR
BIG TIMBER ST
HERMANA CIRCLE
HERON
HERON
HERON
HESBY WAY
5,423
7,121
HICKORY HILLS AVENUE CUL DE SAC 21,584
11 of 26
Item: 6
248
Appendix B Sorted by Street Name
Local PCI Listing - Current Conditions
Local
Width of
Segment
Most Recent
Inspection Date
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
Street Name From
SYCAMORE GLEN DR
SILVER BAY DR
LANDISVIEW AVE
SYCAMORE GLEN DR
VIA CORONA
ALISO PARK DR
ALISO PARK DR
VISTA ESTATE DR
KATHY AVE N/
GOLDENROD
To Area
30,837
Current PCI
HIGHLAND VIEW LANE
HIGHPINE ROAD
HIGHPINE ROAD
HIGHRIDGE WAY
HIGHRIDGE WAY
HILLSFORD PLACE
HILLSFORD PLACE
HILLSIDE COURT
HOI CIRCLE
CUL DE SAC
LANDISVIEW AVE
PALMEK CIR
33 33
33 37
37 32
32 33
42 33
33 37
33 40
37 33
33 36
40 37
33 37
37 37
36 36
36 36
36 33
33 33
33 33
36 37
32 33
33 33
55 33
37 33
33 33
77 57
54 84
75 85
88 77
92 73
60 80
90 85
89 59
76 90
57 56
76 85
82 85
76 84
87 56
92 80
75 75
80 94
79 71
66 99
73 58
54 76
74 81
75 72
24,858
14,167
57,726
56,045
17,327
20,733
23,086
5,179
12,918
12,511
25,519
35,651
62,588
38,659
13,014
28,976
25,296
13,088
13,530
21,115
40,249
64,146
15,849
33,879
44,381
24,755
2,276
VIA CORONA
MALABAR ROAD
CUL DE SAC (S)
CUL DE SAC (N)
CUL DE SAC
CUL DE SAC
DOGWOOD
SNAPDRAGON
JAGGER ST
CUL DE SAC (E)
DEFINITION
CUL DE SAC
CUL DE SAC
DYLAN AVE
CUL DE SAC
CUL DE SAC
CRESCENT RD
SAVANNAH
HOLLYHOCK
HONEYSUCKLE
HURST DRIVE
MORNING GLORY
EL ROND LN
CUL DE SAC (W)HYACINTH
ICON ELLIPSE
ISLAMARE LANE
IVES WAY
OVERLAKE DR
PITTSFORD DR
HICKORY HILLS AVE
DYLAN AVE
ATLANTIC OCEAN DRIVE
CASEY RD
JAGGER STREET
JAGGER STREET
JAMES BAY CIRCLE
JARROW LANE
JASMINE
JASPER HILL ROAD
JASPER HILL ROAD
JASPER HILL ROAD
JERONIMO LN
JERONIMO LN
JERONIMO LN
JERONIMO LN
JERONIMO LN
JOHNSTONE DRIVE
JOHNSTONE DRIVE
JONATHAN AVENUE
JUBILO PLACE
ECLIPSE
HARVEST VIEW LN
FAWN RIDGE RD
RED BLUFF DR
BAKE LN
JERONIMO LN (WEST ENTERANCE)
JERONIMO LN (EAST ENTERANCE)
JERONIMO RD (WEST)
JERONIMO RD (EAST)
CHARFORD WY
BELSHIRE WY
TAMA DR
MAZA CT
BRANT
EL GATO WY
GUINEA ST
SUNLIGHT CREEK
SANDRA ST
DONEGAL LN
FAWN RIDGE RD
RED BLUFF DR
WILLOW BROOK LN
JERONIMO LN (WEST ENTERANCE)
JERONIMO LN (EAST ENTERANCE)
CUL DE SAC
JERONIMO LN (WEST)
JERONIMO LN (EAST)
BELSHIRE WY
ELMCREST WY
DEBRA ST
1,736
16,159
20,037
8,702
31,516
17,985
31,361
8,049
23,234
26,124
19,417
28,567
6,109
10,775
40,295
10,825
24,397
30,020
ROMERA PL
BERNA
EL TORO RD
CUL DE SAC
CLEAN BROOK
HEIDI AVE
GALWAY DR
PEMBROKE LN
CUL DE SAC
TIPPERARY LN
BLOSSOM PARK ST
CUL DE SAC
DONEGAL LN
PITTSFORD DR
JUNIPER
JUTEWOOD PLACE
JUTEWOOD PLACE
KARI BROOK
KATHY AVENUE
KENMARE DRIVE
KENSINGTON LANE
KERRY COURT
KILLARNEY DRIVE
KILLY STREET
SOMMERSET LN
WICKLOW LN
WICKLOW LN
TOLEDO WY
RALEIGH STKINGSLEY STREET
KINSALE DRIVE
KIRKWALL LN
GALWAY DR
DUNDEE DR
12 of 26
Item: 6
249
Appendix B Sorted by Street Name
Local PCI Listing - Current Conditions
Local
Width of
Segment
Most Recent
Inspection Date
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
Street Name From To Area Current PCI
LA BRISA ROAD
LA PERLA
CAMPO ROJO
CUL DE SAC (E)
ROMANO
CALLE CABRILLO
MALABAR ROAD
PENFIELD ST
ARROWOOD ST
LA PERLA
JUTEWOOD PL
CORTA CRESTA DR
RATON DR
MERCURY LN
BOEING AVE
PORTOLA PKWY
ALTER
PIZARRO RD
ROMANO
CALLE CABRILLO
CUL DE SAC
33 33
37 33
26 33
32 33
33 33
33 40
40 80
60 60
36 37
37 37
43 33
33 33
32 32
33 33
33 33
33 31
33 33
33 33
33 33
33 33
33 33
33 33
33 33
9,522 75
84 84
86 73
72 59
84 76
55 53
95 89
99 99
99 76
69 66
44 95
71 67
66 78
79 85
76 84
95 91
79 67
80 86
73 49
92 94
94 91
95 86
62 84
52 23,680
30,756
21,807
2,135
LA PERLA
LA PERLA
LA QUINTA WAY
LA ROSA DRIVE
LA ROSA DRIVE
LA SOLITA
END
CUL DE SAC (S)
NORTH END
CUL DE SAC
MUIRLANDS BLVD
RATON DR
13,632
15,980
26,658
19,190
12,749
27,216
35,666
27,582
37,814
42,780
47,354
39,449
16,106
17,312
6,384
LA VACA STREET
LA VACA STREET
LA VACA STREET
LAKE CENTER DR
LAKE CENTER DR
LAKE FOREST DRIVE
LAKE FOREST DRIVE
LAKE FOREST DRIVE
LAKE VISTA DRIVE
LAKEFIELD STREET
LAKELAND AVENUE
LAKELAND AVENUE
LAMBERT STREET
LANDISVIEW AVENUE
LANDISVIEW AVENUE
LANDISVIEW AVENUE
LANDISVIEW AVENUE
LANDISVIEW AVENUE
LANTANA
CALLE EL TORO GRANDE
BOEING AVE
CUL DE SAC
ALTER
BURBANK
BAKE PKWY
CUL DE SAC
LAKELAND AVE
LAKEFIELD ST
CUL DE SAC (N)
ASPAN ST
PENFIELD ST
ROCKFIELD BLVD
BELGREEN PL
ARROWWOOD ST
CUL DE SAC
BURBANK
SERRANO RD
TOLEDO WY
CUL DE SAC (S)
LAKEFIELD ST
LAKE FOREST DR
BRIDGER RD
PENFIELD ST
ROCKFIELD BLVD
BELGREEN PL
ARROWWOOD ST
WILD ROSE
37,095
35,824
3,972
4,364
27,863
15,010
16,493
14,207
38,141
17,018
13,651
17,778
48,703
14,885
21,055
18,530
11,208
12,809
9,818
23,024
26,675
5,756
11,485
12,866
46,269
7,282
POPPY
LANTERN LANE
LARCHMONT DRIVE
LARK
CHAPARRAL LN
VALLEYMONT RD
BRANT
HAZELNUT LN
COACHMAN WY
BERNA
LARKIN STREET OSWEGO ST CUL DE SAC
LARKSPUR COMMERCENTRE
ANKERTON DR
ROCKFIELD BLVD
ALANWOOD ST
ARROWWOOD ST
DUNEMEAR RD
LILAC
GOLDENROD
ROCKFIELD BLVD
ALANWOOD ST
ARROWWOOD ST
CUL DE SAC
CUL DE SAC
PLUMERIA
MONARCH BLVD
BELLADONNA
CATALINA
LARKWOOD LANE
LARKWOOD LANE
LARKWOOD LANE
LARKWOOD LANE
LAULHERE PLACE
LAUREL
LAUREL
LAUREL
LAUREL
LAUREL
PLUMERIA
MONARCH BLVD
BELLADONNA
CATALINA
FARTHING ST
JERONIMO RD
SUNRISE
JASMINE
LAUREL GROVE CIRCLE
LAUREL WOOD STREET
LAVENDER
GREENBAY DR
WILLOW WOOD ST
SUNRISE
LEXINGTON CIRCLE KENSINGTON LN CUL DE SAC
13 of 26
Item: 6
250
Appendix B Sorted by Street Name
Local PCI Listing - Current Conditions
Local
Width of
Segment
Most Recent
Inspection Date
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
Street Name From To Area
15,729
Current PCI
LIDO LANE
LILAC
LILAC
LIMERICK LN
LINEAR LANE
CARMEL DR
PLUMERIA
LAUREL
CRESCENT RD
LAUREL
37 33
33 33
41 33
33 30
33 33
33 33
36 37
33 36
37 26
33 33
33 27
33 37
37 33
33 33
27 27
27 33
60 33
33 33
33 33
33 42
37 33
37 37
33 33
75 84
89 82
67 90
67 57
88 78
87 69
95 95
56 57
83 65
86 97
86 71
79 85
83 83
67 95
65 74
94 91
72 86
84 84
73 86
59 66
86 79
73 81
83 88
11,536
16,998
6,396
26,698
8,341
CUL DE SAC
KINSALE DR
CUL DE SAC
DYLAN AVE
SALLY DR
E. CITY LIMITS
CUL DE SAC
EL CABALLO ST
LANTERN LN
LITTLE DR
STERLING DR
DIMENSION DR
PANDORA ST
LORRI DR
EL TORO RD
SLEEPING OAK DR
LA VACA ST
PEWTER LN
ELOISE DR
JUTEWOOD PL
CRESCENT RD
MUIRLANDS BLVD
BLACKFOOT DR
TORINO DRIVE
MIDCREST DR
LAUREL
LIPTON STREET
LITTLE DRIVE
LIVE OAK CANYON ROAD
LIVE OAK CIRCLE
LOBO DRIVE
LOGANBERRY LANE
LORRI DRIVE
LOS ANDES STREET
13,752
6,576
14,335
19,937
16,336
16,623
3,708
8,627
6,602
34,649
42,511
7,757
8,909
11,069
7,915
5,865
8,831
81,599
38,904
46,258
44,371
28,654
4,111
CUL DE SAC
DUBLIN STLOTUS LANE
LOUMONT DRIVE
LOUMONT DRIVE
LUNETTE AVENUE
LYRIC WAY
CORTA CRESTA DR
CALLE EL TORO GRANDE
ESTERNAY DRIVE
CUL DE SAC
HELIOTROPE
CUL DE SAC
HELIOTROPE
WILD ROSE
MACATERA
MAE CIRCLE
MAGNOLIA
MAHOGANY
KATHY AVE
LAUREL
DIMENSION DR
SHARMILAMAJORCA CUL DE SAC
HIGHRIDGE
ALTON PKWY.
WINDING WY
CUL DE SAC
PERA
MONARCH
COOPER
CATALINA
CUL DE SAC
PORTOLA PKWY
CUL DE SAC
CUL DE SAC (S)
CUL DE SAC (N)
PALMEK CIR
CUL DE SAC
CUL DE SAC
CUL DE SAC
GUINEA ST
CAVANAUGH RD
MCNATT CT
PITTSFORD DR
CUL DE SAC
CUL DE SAC
MALABAR ROAD
MALLORCA
MAMMOTH CIRCLE
MANALASTAS DRIVE
MANZANILLO
SADDLEBACK RANCH ROAD
BELLVISTA
CHASTER RD
TRABUCO RD
CASSIN
BELLFLOWER
MONARCH
SORREL
CATALINA
MARIGOLD
MARIGOLD
MARIPOSA
MARIPOSA
5,906
4,438
26,843
40,998
28,976
12,633
16,055
8,310
35,089
10,642
5,151
MARKET PLACE
MARSIELLE WAY
MARYLHURST COURT
MARYLHURST COURT
MARYVINE STREET
MASSIER LANE
MAURICE COURT
MAZA COURT
MC COY ROAD
MC COY ROAD
MC INTOSH LANE
MC INTOSH LANE
MC KENNA COURT
MC NATT COURT
TOWNE CENTRE DR
BEAULIEU LANE
AWLSBURY CT
AWLSBURY CT
ANKERTON DR
ENFILDE AVENUE
LORRI DR
CAMPO ROJO
DOWNLAND DR
GUINEA ST
DUNDEE DR
MCNATT CT
9,156
31,391
13,384
17,019
8,362MC INTOSH LN
MC INTOSH CT 8,505
14 of 26
Item: 6
251
Appendix B Sorted by Street Name
Local PCI Listing - Current Conditions
Local
Width of
Segment
Most Recent
Inspection Date
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
Street Name From To Area
12,976
Current PCI
MC WHORTER WAY
MEADOWBROOK CIRCLE
MERCURY ROAD
MIDCREST DRIVE
MIDCREST DRIVE
MIDCREST DRIVE
MIDCREST DRIVE
MILES AVENUE
ASPAN ST SHANNON CIR
CUL DE SAC
LAKE CENTER DR
LYRIC WY
HESBY WY
DANBY WY
PITTSFORD DR
CUL DE SAC
HARVEST VIEW LN
JERONIMO RD
PALOMA
CUL DE SAC
CUL DE SAC
CUL DE SAC
CUL DE SAC
CUL DE SAC
ALTON PKWY
MARIGOLD ST
SAGE
40 36
40 37
37 37
37 37
37 37
37 33
33 33
33 33
36 37
37 37
37 20
37 33
33 37
37 37
36 36
37 37
33 37
33 33
33 33
33 32
32 28
33 36
37 37
98 61
95 72
76 63
62 80
81 98
83 69
60 83
71 82
93 93
94 92
87 80
77 82
86 87
75 79
74 73
84 82
82 87
77 60
81 67
67 66
66 54
82 90
95 95
EL ROND LN
ROCKFIELD BLVD
ALISO PARK DR
LYRIC WY
HESBY WY
DANBY WY
5,335
24,881
14,269
21,802
14,388
92,595
30,246
47,106
4,331
14,425
17,782
28,435
25,366
12,166
21,312
23,203
24,791
38,698
20,831
25,074
6,523
31,895
27,631
41,230
8,258
17,694
93,830
7,306
36,112
23,921
24,679
13,406
20,060
18,224
12,121
13,401
28,887
38,225
23,753
24,568
5,082
JERONIMO RD
MILLWOOD ROAD
MIMI LANE
SADDLEBACK RANCH
ANGELA ST
MIMOSA BELLVISTA
CHERRY AVE
MONTERRA
MINA COURT
MIRALINDA
MISTY RIDGE LANE
MOCKINGBIRD PLACE
MODJESKA PEAK LANE
MONARCH BLVD
MONARCH BLVD
MONARCH BLVD
MONARCH BLVD
MONARCH BLVD
MONARCH BLVD
MONISHA
MONSERRAT AVENUE
MONSERRAT AVENUE
MONTAUBAN LANE
MONTBURY DRIVE
MONTBURY DRIVE
MONTBURY DRIVE
MONTCLIFF DRIVE
MONTECILO
GLENN RANCH WY
PHEASANT ST
SHADOW OAK DR
LAUREL
ALTON PKWY
MARIGOLD ST
SAGE CRESS
CRESS ROUNDABOUT
END ROUNDABOUT
CUL DE SAC
MONTEE PL
CUL DE SAC (N)
RUE DE VALORE
RUSHFORD DR
VISTA ESTATE DR
CUL DE SAC
RIMHURST DR
SAN ANGELO
RODEO
CUL DE SAC (N)
MONSERRAT AVENUE
MIRALINDA
CUL DE SAC
CUL DE SAC
CUL DE SAC
CUL DE SAC
RED RIVER DR
RIMROCK ST
CUL DE SAC
CUL DE SAC
BOEING LN
BEGIN ROUNDABOUT
SHARMILA
CUL DE SAC (S)
MONTEE PL
AVIGNON AVENUE
NORTHCREST DR
RUSHFORD DR
VISTA ESTATE DR
EL TORO RD
CUL DE SAC (S)
SAN ANGELO
RODEO
ESTERNAY DRIVE
OSTERMAN RD
MIRALINDA
PALOMA
IVES WY
CLOVER
MONTECILO
MONTECILO
MONTEE AVENUE
MONTERRA
MONTERRA
MORELLA
MORESBY WAY
MORNING GLORY
MORNINGSTAR ROAD
MORNINGSTAR ROAD
MOUNTAIN GLEN CIRCLE
MOUNTAIN VIEW LANE
MULLIN ROAD
CUL DE SAC (S)
RED RIVER DR
GLENMEADOWS DR
SHADOW OAK DR
TEED ST
16,024
19,360
32,136
37,522
MULLIN ROAD
MURIN ISLE LANE
BOEING LN
MUIRLANDS BLVD
CRESCENT RD
CUL DE SAC
15 of 26
Item: 6
252
Appendix B Sorted by Street Name
Local PCI Listing - Current Conditions
Local
Width of
Segment
Most Recent
Inspection Date
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
Street Name From To Area Current PCI
NEW BEDFORD DRIVE
NEWHALL LANE
NEWVALE DRIVE
NIGHTENGALE COURT
NOLAN STREET
NORMANDALE DRIVE
NORMANDALE DRIVE
NORMANDALE DRIVE
NORMANDALE DRIVE
NORTH HAMPTON WAY
NORTH POINTE DRIVE
NORTH POINTE DRIVE
NORTH SEA CIRCLE
NORTHCREST DRIVE
NORTHCREST DRIVE
OAKVIEW LANE
AUDUBON WY
BARCLAY LN
LAKE FOREST DR
SKYLARK DR
OSWEGO ST
OSTERMAN RD
BARCLAY LN
VISTA ESTATE DR
EL TORO RD
CRANBROOKE DR
BAKE PKWY
BAKE PKWY
VINTAGE WY
REGENCY LN
RIMGATE DR
CUL DE SAC
CUL DE SAC
BARCLAY LN
VISTA ESTATE DR
EL TORO RD
VINTAGE WY
CUL DE SAC
38 33
36 33
33 37
37 37
36 33
40 40
40 37
40 33
37 33
33 33
40 37
37 40
34 36
36 32
42 33
33 37
37 37
37 37
36 36
37 37
37 33
33 37
37 37
3,771 92
71 84
72 92
45 55
45 80
74 67
68 54
69 73
73 81
75 80
71 67
53 94
53 64
73 74
76 75
44 59
79 76
72 77
79 90
98 95
98 96
75 71
81 71
83 14,938
28,259
10,038
13,602
45,638
21,890
36,817
16,352
23,157
8,840
12,506
17,041
34,577
29,123
23,085
9,987
EMPIRE DR
SPECTRUM POINTE DR
ATLANTIC OCEAN DR
MIDCREST DR
PITTSFORD DR
SYCAMORE GLEN DR
ALTON PKWY
CUL DE SAC
PITTSFORD DR
EL TORO RD
CUL DE SAC
BLANCO
CUL DE SAC (N)
CUL DE SAC (S)
CUL DE SAC
CUL DE SAC
FRONT ST
ODESSA
OLD TRABUCO ROAD
OLD TRABUCO ROAD
OLEANDER
LAKE FOREST DR
LAKE FOREST DR
GARDENIA
26,358
45,844
14,677
11,791
4,367
OLEN DRIVE SPECTRUM POINTE DR
FRONT STOLIVE AVENUE
OLYMPUS CIVIC CENTER DR
MUIRLANDS BLVD
FRONT ST
TREELINE LN
TREESHADE LN
SERRANO SUMMIT DR
WHISLER DR
27,297
42,975
31,466
16,271
29,467
20,019
56,510
18,318
18,709
25,748
26,116
23,873
44,585
28,628
25,196
28,860
50,103
45,729
31,081
39,428
12,987
11,214
20,255
6,854
ORANGE AVENUE
ORANGE AVENUE
ORCHARD RIM LANE
ORCHARD RIM LANE
ORCHARD RIM LANE
ORCHARD ROAD
OSPREY STREET
JERONIMO RD
TREESHADE LN
SKYBIRD LN
CUL DE SAC
BAKE PKWY
DURYEA DR
CAVANAUGH RD
MONTERRA
SKYBIRD LN
RANCHO PKWY SOUTH
RESPIT DR
OSPREY STREET DURYEA DR
PITTSFORD DR
MONTERRA
OSTERMAN ROAD
OSTERMAN ROAD
OSTERMAN ROAD
OSTERMAN ROAD
OSTERMAN ROAD
OSWEGO STREET
OSWEGO STREET
OVERLAKE DRIVE
OVERLAKE DRIVE
OVERLAKE DRIVE
OWENS LAKE CIRCLE
OWL COURT
NORMANDALE DR
CRESTWOOD APARTMENTS ENTERANCENORMANDALE DR
CRESTWOOD APARTMENTS ENTERANCE SIENNA TERRACE ENTERANCE (N)
SIENNA TERRACE ENTERANCE (N)
ASPAN ST
REGENCY LN
AVALON ST
AVALON ST MUIRLANDS BLVD
LAKEVIEW LN (PRIVATE)
ISLAMARE LN
RIDGE ROUTE DR
SHASTA LAKE RD
CUL DE SAC
LAKE FOREST DR
LAKEVIEW LN (PRIVATE)
ISLAMARE LN
PINE FLAT CIR
SKYLARK DR SE/
BENDRICON LN
RAYMOND WY
CAMARIN STREET
PACKER PLACE
PACKER PLACE
PALLAZO CIRCLE
RAYMOND WY
CUL DE SAC
CUL DE SAC
16 of 26
Item: 6
253
Appendix B Sorted by Street Name
Local PCI Listing - Current Conditions
Local
Width of
Segment
Most Recent
Inspection Date
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
Street Name From To Area
33,835
Current PCI
PALMEK CIRCLE
PALMEK CIRCLE
PALMWOOD
HIGHPINE RD
ARROWOOD ST
PENFIELD ST
CUL DE SAC
ARBORWOOD
AUTUMNWOOD
WISTERIA
33 36
37 37
37 37
48 37
37 37
37 37
36 33
33 37
33 33
33 33
33 33
33 37
37 34
30 40
33 37
33 37
37 33
33 33
37 37
33 36
36 36
36 36
36 30
56 72
49 58
60 62
74 85
85 85
84 77
78 84
90 55
75 81
88 89
89 88
79 85
85 68
82 45
47 80
78 73
74 79
54 48
52 66
46 86
87 82
69 54
47 74
15,044
23,293
18,608
34,385
38,577
39,608
40,019
32,060
30,254
19,099
20,637
5,171
17,091
10,663
14,811
8,605
25,489
34,992
11,055
28,148
24,556
12,418
17,526
24,693
4,449
PEACHWOOD DR (S)
ARBORWOOD
AUTMNWOOD
WISTERIA
PALMWOOD
PALMWOOD
PALMWOOD
PALOMA
PALOMA
PALOMA
PALOMA
PALOMA
PEACHWOOD DR (N)
PORTOLA PARKWAY
VALLECITO
ANTIBES
PORTOLA PKWY
VALLECITO
MIMOSA
MORELLA
ENTRADA
VISTA FUSCO
LA PERLA
MIMOSA
MORELLA
ENTRADA
ROMANO
CUL DE SAC
CUL DE SAC
CUL DE SAC
GONDOR DR
CUL DE SAC
CUL DE SAC
CUL DE SAC
BAROQUE WY
ROSETTE LN
CUL DE SAC (N)
CUL DE SAC
ARGENTO ST
BAROQUE WY
COSTA BELLA DR
CUL DE SAC
PALOMA
PANA COURT
PANDALE
PANDORA STREET
PARKHILL ROAD
PARKMONT CIRCLE
PARKRIDGE
LIPTON ST
DEVONSHIRE DR
VINTAGE WY
PARKSIDE
PARKSIDE REGENCY
PARRELL AVENUE
PARRELL AVENUE
PARRELL AVENUE
PARROT COURT
PARTERRE AVENUE
PARTERRE AVENUE
PARTIDO LANE
PARTRIDGE CIRCLE
PASCAL WAY
PASEO ABETO
PASEO ARBOLEDA
PASEO ARBOLEDA
PASEO CIPRES
PASEO CIPRES
PASEO EQUESTRE
PASEO EQUESTRE
PASEO NOGAL
PASEO OLMA
PASEO PINO
PASEO ROBLE
PASEO SOMBRA
PASEO SOMBRA
PASEO SOMBRA
PASEO TRANQUILO
PASEO TRANQUILO
PASEO TRANQUILO
PASEO VENDAVAL
CUL DE SAC (S)
BAROQUE WY
ROSETTE LN
SKYLARK DR
CARILLON PL
ARGENTO ST
RIDGE ROUTE DR
ROBIN ST 5,081
DIMENSION DR
PASEO OLMA
PASEO TRANQUILO
AVENIDA AMBIENTE
PASEO SOMBRA
PASEO ROBLE
CALLE CAMINATA
PASEO TRANQUILO
PASEO CIPRES
PASEO CIPRES
PASEO CIPRES
PASEO CIPRES
TRABUCO RD
PASEO VEREDA
AVENIDA BANCAL
TRABUCO RD
CALLE ARENAL
PASEO EQUESTRE
PASEO VENDAVAL
CUL DE SAC 26,572
20,831
25,056
20,168
15,284
38,122
32,804
12,191
16,017
20,863
5,150
14,293
34,723
30,784
21,776
33,789
25,589
23,304
4,898
AVENIDA AMAPOLA
AVENIDA AMBIENTE
CALLE SENDERO
PASEO ROBLE
PASEO TRANQUILO
PASEO TRANQUILO
CALLE OLIVIA
CUL DE SAC
PASEO ABETO
CUL DE SAC
CUL DE SAC
PASEO VEREDA
AVENIDA BANCAL
PASEO CIPRES
CALLE ARENAL
PASEO EQUESTRE
PASEO CIPRES
CUL DE SAC (E/ PASEO SOMBRA)
17 of 26
Item: 6
254
Appendix B Sorted by Street Name
Local PCI Listing - Current Conditions
Local
Width of
Segment
Most Recent
Inspection Date
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
Street Name From To Area Current PCI
PASEO VENDAVAL
PASEO VENDAVAL
PASEO VENDAVAL
PASEO VERDURA
PASEO VEREDA
PASEO VEREDA
PASTORA
PASEO VENDAVAL
PASEO SOMBRA
AVENIDA NUBES
PASEO SOMBRA
PASEO VEREDA
AVENIDA LIBRE
SAN ANGELO
PORTOLA PKWY
DESCARTES
TRABUCO RD
CUL DE SAC (W/ AVENIDA NUBES)
AVENIDA NUBES
PASEO TRANQUILO
CUL DE SAC
68 33
33 33
37 33
33 60
40 60
60 60
60 37
37 32
33 37
33 33
33 33
33 33
33 33
37 37
37 37
33 37
33 37
37 37
37 37
37 37
33 33
33 37
33 32
3,621 87
84 75
67 81
84 84
86 89
76 78
81 85
91 96
91 83
85 60
52 53
92 71
95 70
80 95
99 87
90 77
86 94
68 77
59 64
61 75
73 88
78 97
66 83
52 46,080
12,193
24,186
20,237
23,805
24,142
49,357
119,799
51,477
56,057
71,628
21,677
22,414
21,236
14,746
14,889
22,548
5,873
AVENIDA LIBRE
CALLE CAMINATA
CUL DE SAC
PAULING
PAULING
DESCARTES
LAKE FOREST DR
PALMWOOD DR (S)
TAMARISK (S)
PALMWOOD (N)
TAMARISK (N)
PHEASANT ST
CRANE ST
PEACHWOOD
PEACHWOOD
PEACHWOOD
PEACHWOOD
PEACOCK STREET
PEACOCK STREET
PEBBLE CREEK
PEMBROKE LANE
PENDLETON ROAD
PENFIELD ST
PALMWOOD DR (S)
TAMARISK (S)
PALMWOOD DR (N)
ROBIN ST
PHEASANT ST
RIPPLING BROOK
KENSINGTON LN
SADDLEBACK RANCH ROAD
CUL DE SAC (N)
SILVER BAY DR
LANDISVIEW AVE
LAUREL
SUNLIGHT CREEK
REGENCY LN
HIGHRIDGE WAY
SILVER BAY DR
LANDISVIEW AVE
LARKWOOD LN
HELIOTROPE
CUL DE SAC
SWIFT
CUL DE SAC
HAZELNUT LN
FALCON ST
WREN WY
CUL DE SAC
TOULON AVENUE
OWENS LAKE CIR
JUBILO PL
PENFIELD ST
PENFIELD ST
PENUMBRA
PEONY
PERA
PERTH WAY
23,391
38,355
8,587
GOLDENROD 8,847
9,891MANZANILLO
BELLCROFT DR
LOGANBERRY LN
PEACOCK ST
FALCON ST
WREN WY
RUE DE FORTUNA
CHASTER RD
EL TORO RD
HERON
NORTHCREST DR
CHARFORD WY
ELMCREST WY
OSTERMAN RD
MIDCREST DR
LAKE FOREST DR
KIRKWALL LN
COSTA BELLA DR
LA BRISA RD
22,289
8,791
18,336
21,705
18,052
5,113
22,198
22,009
8,167
22,219
46,010
42,154
23,235
19,371
8,947
PEWTER LANE
PHEASANT STREET
PHEASANT STREET
PHEASANT STREET
PIETRA PLACE
PINE FLAT CIRCLE
PINO LANE
PINYON FORSTER
PITTSFORD DRIVE
PITTSFORD DRIVE
PITTSFORD DRIVE
PITTSFORD DRIVE
PITTSFORD DRIVE
PITTSFORD DRIVE
PITTSFORD DRIVE
PIZARRO ROAD
PIZARRO ROAD
PLAINVIEW CIRCLE
PLEASANT HILL ROAD
PLUMERIA
CHARFORD WY
ELMCREST WY
OSTERMAN RD
MIDCREST DR
LAKE FOREST DR
KIRKWALL LN
MC INTOSH LN
LA BRISA RD
14,821
25,539
28,318
11,268
3,305
ROMERA PL
CU DE SACJAGGER DT
COACHMAN WY
LILAC
GLENMEADOWS DR
LAUREL 8,668
6,606PONCHA SPRING CURRANT CREEK CRIPPLE CREEK
18 of 26
Item: 6
255
Appendix B Sorted by Street Name
Local PCI Listing - Current Conditions
Local
Width of
Segment
Most Recent
Inspection Date
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
12/16/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
Street Name From To Area Current PCI
POPLARWOOD ELDERWOOD
AGAVE
130' S/ LANTANA
ALTON PKWY
PALOMA
CUL DE SAC
130' S/ LANTANA
BLUE BELL
PALOMA
ALTON PKWY
NORTH END
PALOMA
TOLEDO WY
REVERE RD
CUL DE SAC
ECLIPSE
CALLE CABRILLO
CUL DE SAC
RIMGATE DR
CUL DE SAC
CUL DE SAC
KINGSLEY ST
CUL DE SAC
33 33
25 32
32 32
32 33
36 40
33 37
33 37
33 33
33 33
33 33
33 33
32 32
32 32
32 32
32 32
33 33
33 33
37 33
33 37
37 37
32 33
36 37
41 37
9,715 67
67 80
71 69
69 66
81 88
59 78
93 47
88 74
75 96
69 71
71 71
81 66
87 76
86 68
87 77
91 69
72 78
78 91
57 71
69 68
84 69
41 65
86 47
66 POPPY
POPPY
15,943
11,920
81,449
79,002
34,702
35,793
5,589
13,790
30,489
15,633
19,260
31,321
24,205
17,493
8,213
16,184
12,839
29,856
29,179
33,349
36,365
21,669
18,252
31,239
27,744
35,822
37,850
34,349
46,045
83,503
90,201
37,750
41,394
4,416
PORTOLA PARKWAY
PORTOLA PARKWAY
PORTOLA PARKWAY
PORTOLA PARKWAY
PRADO LANE
PRINCETON WAY
PRISM
PROMINENCE
PALOMA
NORTH END
ROMERA PL
CHERRY AVE
DIMENSION DR
SAVANNAH
PUERTO NUEVO CHEYENNE
QUAIL WAY WHITE DOVE DR
LAKE FOREST DR
RED BLUFF DR
RUMBLE DR
ASPAN ST
QUEENSBURY DRIVE
QUIET HILL LANE
RADA AVENUE
RALEIGH STREET
RAMJIT COURT MANALASTAS
PORTOLA PKWYRANCHO PARKWAY
RANCHO PARKWAY
RANCHO PARKWAY
RANCHO PARKWAY
RANCHO PARKWAY
RANCHO PARKWAY
RANCHO PARKWAY
RANCHO PARKWAY
RANCHO PARKWAY
RANCHO PARKWAY
RANCHO PARKWAY
RANCHO PARKWAY
RANCHO PARKWAY SOUTH
RANCHO PARKWAY SOUTH
RANCHO PARKWAY SOUTH
RANCHO PARKWAY SOUTH
RANCHWOOD WAY
RATON DRIVE
CENTRAL PARK WAY
PORTOLA PKWY
HERMANA CIR
CENTRAL PARK WAY
WINDROW DR
HERMANA CIR
LAKE FOREST DR
WINDROW DR
CORRIDOR CENTER
LAKE FOREST DR
BAKE PKWY
CENTRAL PARK WAY
CENTRAL PARK WAY
HERMANA CIR
HERMANA CIR
WINDROW DR
WINDROW DR
LAKE FOREST DRIVE
LAKE FOREST DR
CORRIDOR CENTER
CORRIDOR CENTER
BAKE PKWY CORRIDOR CENTER
SUNFLOWER
BAKE PKWY
ALTON PKWY
SUNFLOWER
WOODLAND WY
EL TORO RD
CUL DE SAC (W)
EL TORO RD
CUL DE SAC (E)
JASPER HILL RD
CUL DE SAC
CUL DE SAC
GUINEA ST
CUL DE SAC
TERESITA WY
OSTERMAN RD
BAKE PKWY
SUNFLOWER
SUNFLOWER
ALTON PKWY
SADDLEBACK RANCH RD
LA VACA ST 15,223
8,844RAYMOND WAY
RAYMOND WAY
RAYMOND WAY
RED BLUFF DRIVE
RED RIVER DRIVE
RED ROBIN LANE
REDLEN STREET
PACKER PL
PACKER PL
EL TORO RD
FAWN RIDGE RD
TRABUCO RD
GOWDY AVE
DUNE MEAR RD
RIMGATE DR
LAKE FOREST DR
TERESITA WY
28,357
21,590
40,622
19,665
12,393
20,432
29,531
16,643
43,974
REGAL WAY
REGENCY LANE
REGENCY LANE
19 of 26
Item: 6
256
Appendix B Sorted by Street Name
Local PCI Listing - Current Conditions
Local
Width of
Segment
Most Recent
Inspection Date
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
Street Name From To Area
29,223
Current PCI
REGENCY LANE
REGENCY LANE
REGENCY LANE
REMME RIDGE
RESPIT ROAD
OSTERMAN RD
PARKSIDE
PEMBROKE LN
ASPAN ST
EL ROND LN
OSPREY ST
PRINCETON WY
ALISO PARK DR
RIDGELINE RD
RIDGE ROUTE DR
EL TORO RD
PARKSIDE 37
37 37
40 37
37 36
37 37
28 36
36 36
36 37
37 36
36 37
59 32
37 36
32 36
37 33
37 33
33 33
33 37
32 60
60 37
37 37
37 60
60 37
37 32
33 69
52 50
93 46
44 79
78 86
82 87
83 85
88 83
77 64
78 91
46 94
75 88
64 82
83 98
84 79
76 78
64 80
68 87
89 92
87 87
94 86
90 87
91 84
85 PEMBROKE LN
NORMANDALE DR
SHANNON CIR
OSPREY ST
25,824
41,874
12,584
26,504
18,610
31,520
35,992
34,581
24,121
47,517
51,888
13,213
36,552
26,888
17,359
39,485
58,201
4,744
12,493
32,185
72,372
30,660
5,268
33,467
28,569
6,202
RESPIT ROAD BLUERIDGE RD
CHAPEL HILL DR
ELSBERRY WY
SYCAMORE GLEN DR
END
RICHLAND WY
SADDLEBACK RANCH RD
VISTA MODJESKA RD
CITY LIMITS (90' S/ SANTIAGO CYN RD)
REGAL WY
REVERE ROAD
RICHFORD DRIVE
RICHLAND WAY
RIDGE LANE
RIDGELINE ROAD
RIDGELINE ROAD
RIDGELINE ROAD
RIDGELINE ROAD
RIMGATE DRIVE
RIMGATE DRIVE
RIMHURST DRIVE
RIMHURST DRIVE
RIMINI PLACE
RIMROCK CIRCLE
RIPPLING BROOK
RIVENDELL DRIVE
ROBIN STREET
RICHLAND WY
SADDLEBACK RANCH RD
VISTA MODJESKA
RIMHURST DR
REGAL WY
TRABUCO RD
MONTCLIFF DR
RUE DE FORTUNA
MORNINGSTAR RD
SUNLIGHT CREEK
STEINWAY CIR
PHEASANT ST
TAMA DR
RIMHURST DR
MONTCLIFF DR
RIMGATE DR
TOULON AVENUE
CUL DE SAC
PEBBLE CREEK
JERONIMO RD
PEACOCK STREET
CUL DE SAC
CHAPEL HILL DR
MONTECILO
CUL DE SAC
LA PERLA
PIZARRO RD
PRADO LN
VISTA FUSCO
CUL DE SAC
TOURAINE PLACE
CUL DE SAC
FASCIA PL
ABRI PL
PIETRA PL
RIMINI PL
ROCHELLE LANE
ROCKFORD DRIVE
RODEO
PRINCETON WY
VALLECITO
TEED ST
PALOMA
JUBILO PL
ROEBUCK STREET
ROMANO 5,675
9,148ROMERA PLACE
ROMERA PLACE
ROMERA PLACE
ROSCOMMON COURT
ROSETTE LANE
RUDOLPH CIRCLE
RUE DE FORTUNA
RUE DE FORTUNA
RUE DE FORTUNA
RUE DE FORTUNA
RUE DE FORTUNA
RUE DE FORTUNA
RUE DE VALORE
RUE DE VALORE
RUE DE VALORE
RUE DE VALORE
RUMBLE DRIVE
RUMBLE DRIVE
PIZARRO RD
PRADO LN
14,129
21,570
10,671
13,731
6,504
37,568
38,927
27,188
24,720
23,832
32,557
61,456
43,966
27,651
38,995
36,888
8,688
KIRKWALL LN
PARRELL AVENUE
RUMBLE DR
BAKE PARKWAY
FASCIA PL
ABRI PL
PIETRA PL
RIMINI PL
VIAGGIO LANE
LAKE FOREST DR
CARILLON PL
AMALFI AVE
MONTAUBAN LN
CANARD LN
VIAGGIO LN
CELONOVA PLACE
CARILLON PL
AMALFI AVE
MONTAUBAN LN
CELONOVA PL
MILES AVE
MILES AVE CUL DE SAC
20 of 26
Item: 6
257
Appendix B Sorted by Street Name
Local PCI Listing - Current Conditions
Local
Width of
Segment
Most Recent
Inspection Date
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
Street Name From To Area
15,141
Current PCI
RUSHFORD DRIVE
RUSHFORD DRIVE
RUSHFORD DRIVE
SADDLEBACK RANCH ROAD
SADDLEBACK RANCH ROAD
SADDLEBACK RANCH ROAD
SADDLEBACK RANCH ROAD
SADDLEBACK RANCH ROAD
SADDLEBACK RANCH ROAD
SADDLEBACK RANCH ROAD
SAGE
MONTBURY DR
WARWICK CT
DEVONSHIRE CT
GLENN RANCH RD
MILLWOOD RD
MALABAR RD
FAWN RIDGE RD
SHADY RIDGE LN
ALDER WY
WARWICK CT
DEVONSHIRE CT
CUL DE SAC
MILLWOOD RD
MALABAR RD
FAWN RIDGE RD
SHADY RIDGE LN
ALDER WY
RANCHWOOD WY
RIDGELINE RD
MONARCH
CUL DE SAC
CUL DE SAC
CUL DE SAC (W)
LITTLE DR
CUL DE SAC
KATHY AVE
SILENT BROOK
ENCINAL
FLORES
ALAMITOS
CUL DE SAC
CUL DE SAC
37 37
37 60
60 60
36 36
36 36
33 33
33 33
33 33
32 32
33 33
33 33
32 33
33 37
32 36
36 36
37 33
35 37
37 37
37 37
37 37
36 36
37 36
40 40
88 84
83 91
92 94
88 87
87 67
65 66
72 86
76 81
79 71
66 77
83 79
81 86
87 89
68 75
78 75
73 84
94 89
91 87
83 85
87 78
86 91
75 80
77 94
63,954
28,960
60,752
49,294
36,564
30,678
10,372
51,678
26,599
10,257
12,157
31,883
27,081
17,571
25,194
15,132
15,479
8,096
11,008
17,978
14,751
6,470
14,957
21,552
11,777
5,175
25,353
13,623
17,052
25,564
8,248
13,701
40,101
24,145
64,994
18,778
33,884
14,759
30,744
19,667
32,347
27,784
5,128
RANCHWOOD WY
CLOVER
SAGEBRUSH CIRCLE
SAGUARO STREET
SALINAS
MORNINGSTAR RD
RATON DR
CUL DE SAC (E)
ELOISE DR
MONTECILO
ALICE AVE
SUNLIGHT CREEK
ALTON PKWY
ENCINAL
ALTON PKWY
SHADOW OAK DR
TAMA DR
ENCINAL
JASMINE
QUEENSBURY DR
TAMA DR
EL TORO RD
SPRINGWATER
CHERRRY AVE
LOS ALISOS BLVD
CALLE CABRILLO
TOLEDO WY
SALLY DRIVE
SAN ANGELO
SANDRA STREET
SANDY CREEK
SANTA MARIA
SANTA MARIA
SANTA RITA
SANTIAGO PEAK LANE
SARAH LANE
SAUCITO
SAVANNAH
SAXON WAY
SCOTT LANE
CUL DE SAC
PROMINENCE
REGAL WY
CUL DE SAC
SPRINGWATER
CHERRY AVE
CUL DE SAC
CUL DE SAC
CUL DE SAC
SECOND STREET
SECOND STREET
SECOND STREET
SECOND STREET
SEDONA
SERRANO ROAD
SERRANO ROAD
SERRANO ROAD
SERRANO ROAD
SERRANO ROAD
SERRANO ROAD
SERRANO ROAD
SERRANO ROAD
SERRANO ROAD
SERRANO ROAD
SERRANO ROAD
SERRANO ROAD
SERRANO SUMMIT DR
SERRANO SUMMIT DR
LAKE VISTA DR
QUIET OAK DR (PRIVATE)
SHASTA LAKE RD
WINDING WY
LAKE FOREST DR
LAKE FOREST DR
SHOSHONE DR
RIDGE ROUTE DR
GREENWOOD LN
SILVER SPUR
LAKE VISTA DR
QUIET OAK DR (PRIVATE)
SHASTA LAKE RD
WINDING WY
DAYTON DR
DAYTON DR
SHOSHONE DR
RIDGE ROUTE DR
GREENWOOD LN
SILVER SPUR EL TORO RD
EL TORO RD AUBURN DALE
240' S/ COMMERCENTRE DR
ROUNDABOUT
COMMMERCENTRE DR
240' S/ COMMERCENTRE DR
9,876
43,067
21 of 26
Item: 6
258
Appendix B Sorted by Street Name
Local PCI Listing - Current Conditions
Local
Width of
Segment
Most Recent
Inspection Date
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
Street Name From
BEGIN ROUNDABOUT
To Area Current PCI
SERRANO SUMMIT DR
SEVILLE
END ROUNDABOUT
CUL DE SAC
SANTIAGO PEAK LN
GLENN RANCH WY
CUL DE SAC
WILLOW BROOK LN
MC WHORTER WY
CUL DE SAC (N)
CRYSTAL CIR
18 25
37 37
33 37
40 37
37 37
36 33
33 33
32 32
33 34
41 33
33 25
33 33
37 33
33 33
33 35
40 33
33 30
30 30
30 33
37 28
33 33
33 33
33 33
7,776
8,436
93 87
91 86
76 84
97 77
84 85
75 85
81 93
77 62
50 55
54 82
77 73
64 79
85 65
74 69
85 95
76 73
92 80
67 75
67 74
82 85
71 82
74 58
62 76
CASTELLANA
SHADOW OAK DRIVE
SHADOW OAK DRIVE
SHADY GROVE CIRCLE
SHADY RIDGE LN
SHANNON CIRCLE
SHARMILA
SHASTA LAKE ROAD
SHASTA LAKE ROAD
SHAVER LAKE CIRCLE
SIERRA BLANCO
SIERRA PEAK LANE
SIERRA STREET
SILENT BROOK
SILVER SPRING
SILVERBAY DRIVE
SILVERBAY DRIVE
SIMPATICA CIRCLE
SINGING WOOD CIRCLE
SKY DRIVE
SKYBIRD LANE
SKYLARK DRIVE
SKYLARK DRIVE
SLEEPING OAK DRIVE
SNAPDRAGON
RICHLAND WY
SANTIAGO PEAK LN
VILLAGE WOOD LN
SADDLEBACK RANCH
REMME RIDGE
SOUTH END
PINE FLAT CIR
CRYSTAL CIR
CHASTER RD
ALTON PKWY W/
SHADOW OAK DR
RALEIGH ST
SANDY CREEK
CURRANT CREEK
BRIDGER RD
ROCKFIELD DR
TERESITA WY
WOODLAND WY S/
SECOND ST
ORCHARD RIM LN
LAKE FOREST DR
PARROT CT
RICHLAND WY
HONEYSUCKLE
STARFLOWER
REGENCY LN
CUL DE SAC (S)
MURIN ISLE LN
BAKE PKWY
BROOKHAVEN
CRANE ST
CUL DE SAC (S)
SOUTH POINTE DR
OLEN DR
19,843
17,396
15,323
27,901
14,360
38,687
8,735
32,243
36,176
22,887
18,243
10,171
8,601
SERRANO RD
WINDING WY
CUL DE SAC
CUL DE SAC
CUL DE SAC
SUMMER CREEK
CUL DE SAC
PENFIELD ST
BELGREEN PL
CUL DE SAC
CUL DE SAC
CUL DE SAC
CUL DE SAC
PARROT CT
NIGHTENGALE CT
CANYON VISTA DR
CUL DE SAC
GOLDENROD
KENSINGTON LN
CUL DE SAC (N)
CUL DE SAC
9,211
30,640
5,821
15,282
13,123
15,895
13,552
24,745
21,790
42,996
22,480
13,080
16,559
30,025
47,397
21,819
17,676
33,108
24,414
12,123
40,157
18,501
8,375
SNOWBERRY
SOMMERSET LANE
SORREL
SOUTH CANADA COURT
SOUTH POINTE DRIVE
SOUTHBROOK
SPECTRUM POINTE DR
CUL DE SAC
WREN WAY
SOUTH POINTE DR
OLEN DR
NORTH POINTE DR
CUL DE SAC (N)
SPRINGWATER
GLEN ACRES
CUL DE SAC
ELDERWOOD
CUL DE SAC
SPARROW ST
SPECTRUM POINTE DRIVE
SPECTRUM POINTE DRIVE
SPECTRUM POINTE DRIVE
SPECTRUM POINTE DRIVE
SPRING GLEN
SPRINGWATER
SPRINGWOOD CIRCLE
SPRUCEWOOD
STARBUCK ROAD
STARFLOWER
STARLING COURT
STEARN CIRCLE
NORTH POINTE DR
ASHWOOD
SECOND ST
VINTAGE WY
PALMWOOD DR
BOEING LN
SNOWBERRY
VINTAGE WOODS RD
FARTHING ST
RUMBLE DR
43,576
5,094
13,182
8,171
20,665
6,566
13,522
16,508
GOLDENROD
CUL DE SAC
GREENBAY DR
RIVENDELL DRSTEINWAY CIRCLE
22 of 26
Item: 6
259
Appendix B Sorted by Street Name
Local PCI Listing - Current Conditions
Local
Width of
Segment
Most Recent
Inspection Date
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
Street Name From To Area Current PCI
STELLA COURT
STEM AVENUE
STERLING DR
SECOND ST
TWIG ST
CUL DE SAC
CUL DE SAC
TIPPERARY LN
GALWAY DR
DUNDEE DR
33 33
37 37
37 33
33 32
55 32
32 32
32 37
33 36
33 33
33 60
33 33
37 37
37 33
37 37
33 33
33 37
41 33
37 37
37 36
33 37
34 33
33 37
37 37
8,839 83
67 52
55 59
81 75
76 86
90 91
75 78
69 87
54 67
42 60
59 67
95 80
81 79
81 74
79 89
77 86
85 64
70 86
85 92
68 69
86 83
75 83
70 72
59 14,537
17,130
21,805
7,687
LAKE FOREST DR
TIPPERARY LN
GALWAY DR
DUNDEE DR
PITTSFORD DR
SUNLIGHT CREEK
EL TORO RD
BROOK HOLLOW
RIPPLING BROOK
CREEKSIDE DR
SUMMER CREEK
RIDGE ROUTE DR
LAVENDER
STERLING DR
STERLING DR
STONEHAVEN LANE
STRATFORD
DUNBAR DR
CUL DE SAC
22,199
13,905
20,042
14,227
15,523
41,264
12,771
24,779
10,083
6,513
SUMMER CREEK
SUMMERWOOD WAY
SUNLIGHT CREEK
SUNLIGHT CREEK
SUNLIGHT CREEK
SUNLIGHT CREEK
SUNNYBROOK CIRCLE
SUNRISE
SUTTON DRIVE
SUTTON DRIVE
SWALLOW LANE
SWAN DRIVE
SWARTZ DRIVE
SWEET GRASS CIRCLE
SWIFT
SYCAMORE GLEN DRIVE
SYCAMORE GLEN DRIVE
SYCAMORE GLEN DRIVE
TAMA DRIVE
SILENT BROOK
VINTAGE WY
RIPPLING BROOK
CREEKSIDE DR
SUMMER CREEK
HEATHER BROOK
CUL DE SAC
LAUREL
LIDO LN
CUL DE SAC
CUL DE SAC
SWALLOW LN
CUL DE SAC
CUL DE SAC
PERA
RICHLAND WY
WOODSPRING CIR
WOODLAND WY
TOLEDO WY
CASEY RD
LIDO LN
SWAN DR
BLUE BIRD DR
19,937
9,377
17,648
18,272
18,688
12,997
27,072
31,499
20,673
21,650
31,575
44,267
31,187
11,518
10,818
31,989
32,312
18,491
8,387
EL TORO RD
MORNINGSTAR RD
CASSIN
ECHO PASS RD
RICHLAND WY
WOODSPRING CIR
JONATHAN AVE
PEACHWOOD DR (S)
CALLE MADRID
AURORE AVENUE
CUL DE SAC (S)
ESTRADE
TAMARISK
TAMARISK
CALLE MADRID
PEACHWOOD DR (N)
CUL DE SACTAMBOUR PLACE
TAVELLA PLACE
TAVELLA PLACE
TEED STREET
TERESITA WAY
TERRACE VIEW CIRCLE
TESSERA AVENUE
TESSERA AVENUE
THRUSH STREET
TIA COURT
ESTRADE
CUL DE SAC (N)
ASPAN ST
SIMPATICA CIR
CUL DE SAC
CAMARIN ST
CUL DE SAC
PEACOCK ST
VESPER RD
REGENCY LN
RICHLAND WY
VIAGGIO LN 25,025
37,472
4,539
CAMARIN ST
JERONIMO RD
VISTA FUSCO
WINDFLOWER
DAYTON DR
CUL DE SAC 5,083
TIGERLILY BELLFLOWER
CINNAMON RD
CUL DE SAC
STERLING DR
CUL DE SAC
15,210
17,719
1,410
11,718
19,734
17,659
36,215
26,184
TIMBERLINE WAY
TINA PLACE
TIPPERARY LANE
TIZMIN
TOLEDO LANE
TOLEDO LANE
SANDRA ST
KILLARNEY DR
ALTON PKWY
BAKE LN TOLEDO LN (WEST ENTERANCE)
TAHOE LN
TOLEDO LN (EAST ENTERANCE)
TOLEDO LN (WEST ENTERANCE)
TAHOE LNTOLEDO LANE
23 of 26
Item: 6
260
Appendix B Sorted by Street Name
Local PCI Listing - Current Conditions
Local
Width of
Segment
Most Recent
Inspection Date
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
Street Name From To Area
40,257
Current PCI
TOLEDO LANE
TOLEDO LANE
TOLEDO LANE
TOLEDO WAY
TOLEDO LN (EAST ENTERANCE)
TOLEDO WY (WEST)
TOLEDO WY (EAST)
FOXBOROUGH WY
LAUREL
CUL DE SAC
TOLEDO LN (WEST)
TOLEDO LN (EAST)
EL TORO RD
HELIOTROPE
DEBRA ST
ESPALIER PLACE
UMBRIA
CUL DE SAC
AVIGNON AVE
RIMINI PL
CUL DE SAC (N)
ROSETTE LN
CUL DE SAC (N)
BAKER RANCH RD
COOK
37 37
37 36
33 32
37 25
33 37
37 33
33 33
80 60
60 60
33 33
60 60
60 60
33 36
37 33
32 33
33 33
33 33
37 30
33 40
33 33
33 33
33 33
33 37
81 82
68 82
91 89
83 94
86 90
89 85
78 88
72 67
73 66
74 70
73 73
77 73
98 72
73 86
68 41
79 69
66 62
80 93
94 84
39 92
81 83
96 79
88 89
1,903
2,345
20,627
8,780
9,016
TOMANGO
TONIA AVENUE
TORINO DRIVE
ANTHONY DR
CABRIOLE
SEVILLE
DORADO DR
CUL DE SAC (S)
AVIGNON AVE
RIMINI PL
ALLEGE CT
ROSETTE LN
ALTON PKWY
BAKER RANCH RD
COOK
ANTIBES
MARKET PL
ALTON PKWY
MARKET PL
ENTERTAINMENT
BAKE PKWY
29,781
9,998TOROSA
TORRES WAY 34,487
13,105
21,579
29,775
6,346
29,625
42,936
72,058
60,498
80,422
36,600
37,208
41,645
69,552
87,237
91,067
6,228
13,810
24,069
28,050
4,748
22,595
14,122
8,624
47,264
17,907
40,893
11,815
20,227
15,532
10,251
17,299
29,536
13,041
21,454
9,008
TOULON AVENUE
TOULON AVENUE
TOULON AVENUE
TOURAINE PLACE
TOURAINE PLACE
TOWNE CENTRE DRIVE
TOWNE CENTRE DRIVE
TOWNE CENTRE DRIVE
TOWNE CENTRE DRIVE
TOWNE CENTRE DRIVE
TOWNE CENTRE DRIVE
TOWNE CENTRE DRIVE
TOWNE CENTRE DRIVE
TOWNE CENTRE DRIVE
TOWNE CENTRE DRIVE
TRAVIS STREET
TREELINE LANE
TREESHADE LANE
TRESUANCE WAY
TULIP STREET
TULIP STREET
TUMBLEWEED CIRCLE
TUSCAN WAY
TWIG STREET
TWIG STREET
TWINFORD DRIVE
UMBRIA
URSULA CIRCLE
VALENCIA CIRCLE
VALEWOOD
ANTIBES
ALTON PKWY
ALTON PKWY
MARKET PL
ENTERTAINMENT
BAKE PKWY
LAKE FOREST DR
PORTOLA PKWY
CUL DE SAC
ORCHARD RIM LN
ORCHARD RIM LN
CUL DE SAC
CORTA CRESTA DR
CALLE TRES LOMAS
CUL DE SAC
CUL DE SAC
GRASS ST
LAKE FOREST DR
TEED ST
TRABUCO RD
OLD TRABUCO RD
ESTERNAY DRIVE
MUIRLANDS BLVD
CORTA CRESTA DR
MORNINGSTAR RD
BELLCROFT DR
FORDVIEW ST
GRASS ST STEM AVE
CORBY DR
LAUREL
CUL DE SAC
RIMGATE DR
CASTELLANA
DYLAN AVE
FUERTE DR
FORESTWOOD
PALOMA
LARCHMONT DR
BLAZEWOOD
DYLAN AVE
LAUREL
TOULON AVENUE
BOEING LN
END
FALLENWOOD
CUL DE SAC
CUL DE SAC
CUL DE SAC
CUL DE SAC
HELIOTROPE
CUL DE SAC
TEED ST
VALLECITO
VALLEYMONT ROAD
VERANO
VERDE STREET
VERNA
VERONA LANE
VESPER ROAD
22,032
13,995
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Appendix B Sorted by Street Name
Local PCI Listing - Current Conditions
Local
Width of
Segment
Most Recent
Inspection Date
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
Street Name From To Area Current PCI
VIA CORONA DORADO DR
RUE DE FORTUNA
TESSERA AVE
BELLCROFT DR
SECOND ST
RIDGE ROUTE DR
NORMANDALE DR
SPRINGWOOD CIR
HIGHRIDGE WY
TESSERA AVE
CUL DE SAC
CUL DE SAC
CUL DE SAC
37 37
37 33
37 33
36 36
36 33
33 33
33 37
33 33
33 33
33 33
40 40
33 37
32 33
37 36
37 33
33 33
33 33
33 36
37 37
37 33
30 33
37 37
40 40
7,893 90
84 86
71 69
76 80
78 79
83 80
53 84
77 83
77 83
81 77
78 52
40 89
79 81
75 78
65 40
76 70
88 78
83 67
83 80
85 82
74 65
70 76
84 66
64 VIAGGIO LANE
VIAGGIO LANE
27,471
24,688
14,436
21,989
12,059
30,275
19,198
24,481
21,887
16,001
20,917
13,466
59,080
33,223
7,369
26,296
22,851
10,465
9,968
40,213
24,968
16,854
3,885
11,049
18,960
24,451
16,008
22,763
15,152
23,913
15,792
9,697
10,783
44,521
18,006
24,930
24,810
5,518
VICAR WAY
VILLAGE DRIVE
VILLAGE WOOD LANE
VINTAGE WAY
VINTAGE WAY
VINTAGE WAY
WOOD SHADOW LN
SPRINGWOOD CIR
SUMMERWOOD WY
NEW BEDFORD DR
CUL DE SAC
SUMMERWOOD WY
NEW BEDFORD DR
LAKE FOREST DR
LAKE FOREST DR
VISTA MODJESKA RD
MONTBURY DR
PIZARRO RD
VINTAGE WAY
VINTAGE WOODS ROAD
VINTAGE WOODS ROAD
VISTA ALISO ROAD
VISTA ESTATE DRIVE
VISTA FUSCO
SKYLARK DR
CUL DE SAC
VISTA PORTOLA RD
NORMANDALE DR
COSTA BELLA DR
CUL DE SAC
VISTA SANTIAGO
VISTA ALISO RD
CUL DE SAC
VISTA FUSCO COSTA BELLA DR
RIDGELINE RDVISTA MODJESKA ROAD
VISTA PORTOLA ROAD
VISTA SADDLEBACK ROAD
VISTA SANTIAGO ROAD
VISTA TERRACE
VISTA SANTIAGO RD
VISTA MODJESKA RD
VISTA PORTOLA RD
LAKE FOREST DR
WINDROW DR
MONTEE PLACE
BLOSSOM PARK ST
RUSHFORD DR
FOXBOROUGH WY
BRIDGEMONT RD
EL TORO FRONTAGE RD
SWAN DR
VISTA MODJESKA RD
WINDROW DR
LAKE FOREST SPORTS PARK
CUL DE SAC
VISTA TERRACE
VITALE LANE
WAGAR STREET SERRANO RD
CUL DE SAC
CUL DE SAC
WARWICK COURT
WESTOVER CIRCLE
WHEATON TERRACE
WHISLER DRIVE
WHITE DOVE DRIVE
WICKLOW LANE
GLENMEADOWS DR
ORANGE AVE
ROCKFIELD BLVD
KILLARNEY DR
170' S/ LANTANA
BLUE BELL
MARIPOSA
CUL DE SAC
BELQUEST DR
AUBURN DALE WY
BROOKHILL RD
JASPER HILL RD
CUL DE SAC (N)
LAUREL WOOD ST
CUL DE SAC
CUL DE SAC
MAMMOTH CIR
SERRANO RD
STERLING DR
AGAVE
170' S/ LANTANA
BLUE BELL
WILD ROSE
WILD ROSE
WILD ROSE
WILDWOOD CIRCLE
WILLARD AVENUE
WILLIAMSBURG COURT
WILLOW BROOK LANE
WILLOW BROOK LANE
WILLOW BROOK LANE
WILLOW WOOD STREET
WINDEMERE CIRCLE
WINDFLOWER
WINDING WAY
WINDING WAY
WINDROW DRIVE
WINDROW DRIVE
SYCAMORE GLEN DR
GREENBAY DR
FOXBOROUGH WY
CUL DE SAC (S)
BROOKHILL RD
JASPER HILL RD
DESERT WOOD ST
KENSINGTON LN
GOLDENROD
SHAVER LAKE CIR
MAMMOTH CIR
VISTA TERRACE
RANCHO PKWY
15,296
5,243
20,324
9,382
22,877
45,290
17,083
RANCHO PKWY
CUL DE SAC
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Appendix B Sorted by Street Name
Local PCI Listing - Current Conditions
Local
Width of
Segment
Most Recent
Inspection Date
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
10/22/2024
Street Name From To Area
19,563
Current PCI
WINDSONG DRIVE
WINDSONG DRIVE
WOOD SHADOW LANE
WOODLAND WAY
WOODLAND WAY
WOODSPRING CIRCLE
WREN WAY
ALISO PARK DR
ELSBERRY WY
ELSBERRY WY
CUL DE SAC
36 27
33 36
33 33
33 40
83 85
78 89
86 87
98 56
24,693
14,805
19,680
14,967
16,208
6,304
VILLAGE WOOD LN
SYCAMORE GLEN DR
RANCHWOOD WY
SYCAMORE GLEN DR
PHEASANT ST
JERONIMO RD
RANCHWOOD WY
SINGING WOOD CIR
CUL DE SAC
SPARROW ST
CUL DE SACWRIGHT COOK 43,463
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XIII. Appendix C – GIS Digital Data
Introduction
The OCTA GIS Section maintains a spatial inventory of transportation infrastructure which mostly consists of major arterial streets, roads, and highways. A key component of road information is pavement condition.
Maintaining an inventory of pavement condition will enhance OCTA’s GIS visualization and analysis capabilities and assist in understanding the transportation investment needs throughout the region. Therefore, a GIS dataset in digital format should be included in this report.
If the agency is unable to provide pavement data in the requested GIS format, a request for exception must be submitted by the agency. When requesting an exception, the agency must provide a letter signed by the Public Works Director with an explanation and a timeline of when the agency will have capabilities of providing pavement data in the required GIS digital format.
Structure of GIS Data
The GIS dataset must consist of linear geographic features that represent road/street segments. All segments that are part of the report should be included in the GIS dataset. The attribute information of each segment should generally follow the format of the Complete Listing of Current Street Conditions in Appendix B above.
The GIS data requirements are discussed below. Most commercial and open-source GIS software provide industry-standard tools to manage GIS data to meet these requirements.
GIS Digital Data Format
The GIS data must be submitted in either one of the following formats:
•
•
Esri Shapefile, or
Esri File Geodatabase
Metadata
The GIS data are required to have associated metadata. The minimum metadata items required are:
•
•
Title of Dataset
Tags (A set of words that can be used by GIS to search for the resource. For example: “pavement”, “transportation”, “roads”)
•
•
•
Summary (A brief purpose statement of the dataset)
Description (A brief narrative of the dataset’s content) Credits (A recognition of those who created or contributed to the resource) Spatial Geometry Type
The spatial geometry of the segment features must be lines that represent the roadway centerline as accurately as possible.
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Projection
The GIS data must have spatial reference information and have its coordinate system identified and embedded in or associated with the data file(s). All GIS data submitted to OCTA should be in the following projected coordinate system:
• NAD 1983 State Plane California VI FIPS 0406 (US Feet) - More information about this system can be found at: https://spatialreference.org/ref/epsg/nad83-california-zone-6-ftus/ GIS Feature Attributes
The required segment attributes are:
•
•
•
•
•
•
•
•
•
•
Street name
Unique segment identifier (Segment ID from original source if available) Name of intersecting road at the beginning of a segment Name of intersecting road at the end of the segment
Current pavement condition index (PCI)
Current PCI inspection date
Length of road segment in feet
Width of road segment in feet
Paved area of road segment in square feet or square yards Projected PCI at end of Seven-Year Road Maintenance and Rehabilitation Plan Additional attributes such as number of through travel lanes, direction of travel and pavement surface type may be provided. An example of a GIS attribute table for road segments is shown below (Note that there are additional attributes such as surface, functional class, and number of travel lanes).
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XIV. Appendix D – Quality Assurance/Quality Control Plan Introduction
When performing data collection in any field, the need for quality control is paramount as it is essential for accurate planning, analysis and design. This is particularly true for collecting pavement distress data for a pavement management system.
The Quality Assurance/Quality Control (QA/QC) Plan establishes minimum quality standards for performance and procedures for updates of the pavement management system.
NCE’s “Quality Assurance Management Plan” (QAMP) affirms that:
“NCE is dedicated to achieving technical and management excellence and to delivering professional engineering and environmental services that meet or exceed our clients' needs. NCE's Quality Control (QC) Program is designed to achieve these goals. This QA Management Plan (QAMP) describes NCE's QA Program, which is based on four principles: client satisfaction, employee participation, problem prevention, and continuous quality improvements.” NCE's QAMP establishes minimum quality standards for performance and procedures for assuring that our clients receive quality service. It requires the participation of employees at every level. It encourages project managers and technical staff to take pride in their work and responsibility for ensuring that the work is done correctly the first time. The program is designed to reduce the incidence of problems related to quality and results in implementation, where necessary, of corrective actions and modification of work procedures to minimize the incidence of future problems.
Objectives
This document constitutes a formal QA/QC Plan for the City of Lake Forest. It was prepared on 1/1/2025 and last revised on 1/18/2025.
Specifically, it is intended for the 2024/2025 Pavement Management Plan Update. The focus is on the collection of network-level pavement distress data (defined by National Cooperative Highway Research Program (NCHRP) Synthesis 401 Quality Management of Pavement Data Collection, as “Network-level data collection involves collection of large quantities of pavement condition data, which is often converted to individual condition indices or aggregated into composite condition indices.”)
This document also addresses the QA/QC plan requirements of the Orange County Transportation Authority (OCTA)’s “Countywide Pavement Management Plan Guidelines” (section 2.4), adopted in May 2010.
Structure of QA/QC Plan
The following components are addressed in this QA/QC Plan:
•
•
•
•
Condition survey procedures used
Accuracy required for data collection
Inspector qualifications and experience
Safety
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Condition Survey Procedures
The governing document in performing condition surveys for the City of Lake Forest is ASTM D6433 “Standard Practice for Roads and Parking Lots Pavement Condition Index (PCI) Surveys.” Only asphalt concrete (AC) and pavements are included in this protocol. The following distresses are collected for each pavement type.
Asphalt Concrete AC Pavements
1. Alligator (fatigue) cracking
2. Bleeding
3. Block cracking
4. Bumps and sags
5. Corrugation
6. Depression
7. Edge cracking
8. Joint reflection cracking
9. Lane/Shoulder drop off
10. Longitudinal & Transverse cracking
11. Patching and utility cut patching
12. Polished aggregate
13. Potholes
14. Railroad crossing
15. Rutting
16. Shoving
17. Slippage cracking
18. Swell
19. Weathering
20. Raveling
Any exceptions to the above procedures are discussed before any surveys are performed. They are documented in the paragraphs below.
[Note to agency: these are usually related to distresses or situations that are not covered in the manuals.
Examples include roller check marks or edge cracking on streets with no curbs and gutters. Others include the raveling of surface seals or the use of open-graded asphalt concrete mixes where the surface appears to have large voids present. Any modifications must be documented and included in this document. Photos are extremely helpful.]
All surveys are performed as semi-automated surveys, and the entire pavement area is inspected. Field crews are typically composed of a two-person crew traveling in a van. The crew will collect and record visual distresses using equipment installed in the van. The safety of field personnel is paramount in all instances.
The sample unit selected must be representative of the entire pavement section. This assumes that the section is homogenous; if it is not homogeneous, then the section must be split according to the criteria agreed upon by the agency. Typically, the criteria used are:
•
•
Pavement condition
Construction age, if known
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•
•
•
•
Maintenance history, if known
Traffic volumes (or functional classification as a surrogate) Surface types (e.g. asphalt concrete or Portland cement concrete) Geometric elements (e.g. widths)
Any modifications to the section inventory data are documented in the pavement management report.
A sample unit must be between 2,500 ± 1,000 square feet in conformance with ASTM D6433 protocols. Typical sample unit dimensions are 100 feet long by the width of the street. Streets that are wider than 40 feet wide will have shorter lengths (generally 50 feet) or if they are divided by a raised median, separate sample units will be taken in each direction.
Any pavement areas that are not representative of the section will be noted and surveyed as an additional sample unit.
Accuracy Required for Data Collection
The accuracy required for data collection has two components, both of which are further described in the following paragraphs.
•
•
Re-inspections
PCI comparisons with past surveys
Random and Systematic Re-Inspections
Random Re-inspections
At least 5% of all inspections are randomly re-inspected by other team members across the following categories:
• Functional classes (i.e. MPAH, locals);
• Surface types (e.g. asphalt concrete or Portland cement concrete); • Pavement conditions (e.g. good, fair, poor);
• Inspectors;
• Geographical areas, if applicable.
A different inspector will review these sites and determine the revised pavement distress measurements. If the initial inspection is determined to be inaccurate, the original inspector is given refresher training before being allowed to continue with any further inspections. Should the data be inaccurate for a certain day, all the data for that day will be re-inspected following refresher training to ensure accuracy.
Systematic Re-inspections
For systematic re-inspections, this could be due to noticed trends such as specific treatment types (e.g. open- graded mixes), a specific inspector or geographical area. In such cases, more than 5% will be re-inspected.
Acceptability Criteria
At the time of re-inspection, the actual distresses will be re-inspected and verified, and any corrections made, if necessary. Distress types and severities must be the same and re-measured quantities within ±10% of the original measured quantity.
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If corrections are required on more than 10% of the re-inspected sample unit, then an additional 5% will be re- inspected. This will continue until more than 95% of the re-inspected sections meet the acceptability criteria.
PCI Comparison with Past Surveys
As another level of quality control, the new PCIs are compared with the previous PCIs. If they differ by more than ±10 PCI points, these sections are automatically flagged for further investigation.
If PCI Increases 10 points
The section is investigated to see if a maintenance and rehabilitation event has occurred since the last survey, but has not been recorded. Typically, it may include activities such as:
• Crack sealing activities – changes medium or high severity cracking to low severity • Patching activities – alligator cracking that has been removed and patched, so that the resultant PCI is increased.
• Surface seals
• Overlay
• Others
Therefore, an up to date maintenance and rehabilitation history file in the pavement management database is desirable, both for historical accuracy as well as to provide additional quality control.
If PCI decreases 10 points
The section is checked to see if the average deterioration rate (usually 3 to 4 points per year) is exceeded. If the drop in PCI is within range of what is acceptable, no further action is required. If the drop is more than the acceptable range, a re-inspection will be performed. The default performance curves in the pavement management software form the basis for what is acceptable.
Inspector’s Qualifications and Experience
The NCE inspectors inspectors have attended formal training on pavement condition distress surveys. This training was conducted prior to performing any work using the ASTM D6433 protocols, consistent with OCTA’s requirements.
Inspector Name
Joseph De Leon
Franc Escobedo
Jonathan Moore
Date of ASTM D6433 Training
December 23, 2023
December 23, 2023
December 23, 2023
Training Conducted By:
Mei-Hui Lee
Mei-Hui Lee
Mei-Hui Lee
Resumes of the technicians utilized on this project are included as an attachment.
Safety Procedures
The NCE administers a health and safety program in compliance with the Cal Occupational Safety and Health Administration (OSHA) Title VIII, Section 3203. The program is documented in NCE's Workplace Safety Program Manual.
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Generally, the safety procedures include (Edit as applicable to agency):
•
•
•
Inspectors to wear Class 2 or 3 safety vest at all times; Flashing beacon on all vehicles utilized for surveys; and Stopped vehicles to be parked at locations away from moving traffic (e.g. nearby parking, shoulders, etc.).
• For higher volume streets, inspectors will use the sidewalk and or medians, and move in the face of traffic when conducting survey. This will furnish them with more time and provides them with better chances in escaping a dangerous situation involving incoming vehicles.
On streets where there is a high volume of traffic or high speeds, additional measures may be necessary, such as:
•
•
•
Surveys to occur during off-peak periods or on weekends; Additional inspector to watch out for traffic; and
Traffic flaggers in extreme cases.
In extreme cases where it is not possible to walk on the pavement surface, inspections will be performed from sidewalks or raised medians. However, this is extremely rare for city or county roads/streets; this is most often encountered on state highways, and lane closures are the most likely option in that circumstance.
All NCE inspectors are required to take online safety programs annually as administered by “Click Safety.” These classes include:
•
•
•
Workzone Traffic Safety Tips for Construction.
Cal Heat Illness Prevention for all Industry Workers.
Cal Person Protective Equipment for Construction.
Attachment – Appendix A1: Resumes of Field Inspectors
---End of QA/QC Plan---
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XV. Appendix E – Pavement Management Data Files
The Pavement Management data files shall be submitted to OCTA in spreadsheet format. This must include the following information:
•
•
•
•
•
•
•
•
•
•
•
Street name and limits for all public streets
Street identifiers (Branch ID, Section ID)
Direction (if applicable)
Beginning and ending of each section
Length, widths, and true areas
Functional Classification (MPAH, Local)
Number of travel lanes
PCI and date of inspection
Type of recommended treatment
Cost of recommended treatment
Year of Treatment
The Pavement Management data files are submitted here as an electronic copy sent via email as an attachment, via a link to an online storage device site, such as DropBox and/or OneDrive, or USB drive , and/or included as Appendix E.
XVI. Appendix F – GIS Maps – Current Conditions (Optional) If included, attach and label Appendix F.
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CA 241 Tol l
a st
P ortol a Sp ri n g s
CA 241 Tol l
F ooth i l l Ra n ch
Al ta i r
P ortol a H i l l s
CA 241 Tol l
n
a rk
ou
P i n ecrest
CA 241 Tol l
Serrano
Creek Park Lake Forest
Truck
I 5
Lake Mission Viejo
una Woods
I 5
on
Al iso Creek
Open
Space Oso Vi ejo
Community
Park
M ission Vi ejo
¯
PCI Range
2025 Pavement Management Program Update FIGURE86 - 100 (Very Good) 75 - 85 (Good)
60 - 74 (Fair)
1 in. = 4,583 ft.
1Inspected PCI Condition
0 2,000 4,000
ft.
41 - 59 (Poor)
0 - 40 (Very Poor)
SOURCE
Light Gray Canvas Basemap
JOB NUMBER
788.05.30
DRAWN
ARocher
DATE
3/12/2025
REVISED
TPunnackal
APPROVED
VJha
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Attachment 4
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RESOLUTION NO. 2025-__
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF
LAKE FOREST, CALIFORNIA, CONCERNING THE STATUS AND UPDATE OF THE PAVEMENT MANAGEMENT PLAN FOR THE MEASURE M (“M2”)
PROGRAM
WHEREAS, the City of Lake Forest is required to meet eligibility requirements and submit eligibility verification packages to Orange County Transportation Authority (OCTA) in order to remain eligible to receive M2 funds; and WHEREAS, the City of Lake Forest is required to adopt and update a Pavement Management Plan (PMP), using the required format, regarding the status of road pavement conditions and implementation of the PMP on a biennial basis; and WHEREAS, the City of Lake Forest is required to provide a plan that manages the preservation, rehabilitation, and maintenance of paved roads by analyzing pavement life cycles, assessing overall system performance costs, and determining alternative strategies and costs necessary to improve paved roads.
NOW, THEREFORE, BE IT RESOLVED that the City Council for the City of Lake Forest does hereby inform OCTA that:
a) The PMP is in conformance with the PMP Submittal Template provided in the Countywide Pavement Management Plan Guidelines.
b) The City hereby adopts a PMP and has provided an updated PMP report, using the required format, to OCTA.
c) The Public Works Director, City Engineer or designee is authorized to sign the PMP certification form.
PASSED, APPROVED, AND ADOPTED this __ day of ____ 2025, by the following vote, to wit:
________________________
SCOTT VOIGTS
MAYOR
ATTEST:
___________________________
THY MERRITT
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ACTING CITY CLERK
APPROVED AS TO FORM:
___________________________
MATTHEW RICHARDSON
CITY ATTORNEY
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CITY COUNCIL AGENDA REPORT
MEETING DATE: 6/17/2025
DEPARTMENT: Community Development
SUBJECT:
2025 CALIFORNIA ENVIRONMENTAL QUALITY ACT (CEQA)
IMPLEMENTATION GUIDELINES UPDATE
RECOMMENDED ACTION(S):
Adopt a Resolution Entitled: A RESOLUTION OF THE CITY COUNCIL OF THE
CITY OF LAKE FOREST, CALIFORNIA, AMENDING AND ADOPTING LOCAL
GUIDELINES FOR IMPLEMENTING THE CALIFORNIA ENVIRONMENTAL QUALITY ACT (PUB. RESOURCES CODE §§ 21000 ET SEQ.)
EXECUTIVE SUMMARY:
The State regularly adopts new California Environmental Quality Act (“CEQA”) Implementation Guidelines (“State CEQA Guidelines”). These updates are based on changes due to recent legislation and case law. Under State law, local agencies are required to adopt guidelines for implementing CEQA (“Local CEQA Guidelines”). These Local CEQA Guidelines are required to be updated to maintain consistency with the State’s CEQA Guidelines.
In response to the State’s recent updates, the City Attorney’s Office has prepared the 2025 Local CEQA Guidelines (Attachment 2). The updates proposed under the 2025 Local CEQA Guidelines include: (1) changes to reflect the name of the Office of Planning and Research (“OPR”) changing to the Office of Land Use and Climate Innovation (“LCI”); (2) updated web links to the CEQA filing portal hosted by LCI; (3) increased Department of Fish and Wildlife CEQA document filing fees; and, (4) additional exemptions for housing, mixed-use, transportation, and stormwater maintenance projects.
Staff recommend the City Council adopt the attached resolution approving the updates to the City’s Local CEQA Guidelines to remain in conformance with State law (Attachment 1). Attachment 2, prepared by the City Attorney’s office, is the City’s 2025 Local Guidelines for Implementing the California Environmental Quality Act (“CEQA”).
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BACKGROUND:
CEQA sets forth policies and procedures for determining, analyzing, and mitigating potential environmental impacts associated with discretionary projects.
Discretionary projects are those that require a decision-maker to exercise judgment or deliberation, as opposed to ministerial projects, which only require the decision-maker to verify compliance with specific regulations.
The State Natural Resources Agency and the Office of Land Use and Climate Innovation prepares and updates State CEQA Guidelines, which serve as the official interpretation to explain and implement CEQA. State law requires the State CEQA Guidelines be certified, adopted, and amended by the State Natural Resources Agency at least once every two years. However, the State Natural Resources Agency commonly updates the State CEQA Guidelines annually to keep pace with recent legislation and case law. In addition, the California Code of Regulations (“CCR”) Section 15022 requires local agencies to adopt Local CEQA Guidelines and procedures that serve to implement State CEQA Guidelines and function as a local stand-alone guide to the CEQA process. Therefore, the City’s Local CEQA Guidelines must be consistent and within the parameters of the State CEQA Guidelines which, in turn, must be consistent with CEQA itself. This relationship between CEQA, the State CEQA Guidelines, and the Local CEQA Guidelines is illustrated by the diagram below, Figure 1.
Figure 1: CEQA Guidelines
In 1991, the City of Lake Forest adopted Resolution No. 91-28, which set forth the City’s Local CEQA Guidelines for Implementing the California Environmental Quality Act. Over the years, the City has regularly adopted updated versions of Local CEQA Guidelines. The last update occurred in May 2024.
California
Environmental Quality
Act
(CEQA)
State CEQA Guidelines
Prepared by the
California Natural
Resources Agency
Local CEQA Guidelines
Prepared by the City
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DISCUSSION:
The Local CEQA Guidelines are updated by the City Attorney and are intended as an internal guidance document for staff to use in the review of projects and in the preparation of environmental documents subject to CEQA. The proposed 2025 Local CEQA Guidelines are consistent with revisions to CEQA and the State CEQA Guidelines made in response to changes in legislation and case law (interpretations of the law through the legal system). Also recommended with this update is a slight increase in Department of Fish and Wildlife filing fees as further described in this report. The proposed 2025 Local CEQA Guidelines are included as Attachment 2.
The most notable update to the Local CEQA Guidelines pertains to the name of the Office of Planning and Research (“OPR”), changing to the Office of Land Use and Climate Innovation (“LCI”). Any reference to OPR has been updated to reflect the new LCI naming. In addition, the Local CEQA Guidelines have been updated to include the new website URL for “CEQASubmit,” the online portal hosted by LCI for filing environmental documents and notices. Some fees for filing environmental documents and notices have also been increased by the Department of Fish and Wildlife effective January 1, 2025, as follows:
1. Filing fees for Negative Declarations or Mitigated Negative Declarations were increased from $2,916.75 to $2,968.75.
2. Filing fees for an Environmental Impact Report (EIR) were increased from $4,051.25 to $4,123.50.
3. For an environmental document pursuant to a Certified Regulatory Program, the filing fee has been increased from $1,377.25 to $1,401.75.
The Local CEQA Guidelines have been updated to reflect the new Department of Fish and Wildlife filing fees.
Additional updates include changes that, while may not be directly applicable to the City, are intended to maintain consistency between the Local CEQA Guidelines and State law. These changes are summarized below:
1.Public Resources Code Section 21159.25 Exemption for Residential or Mixed-Use Housing Projects
Public Resources Code Section 21159.25 has been amended to reflect Assembly Bill 2199. This exemption only applies to residential or mixed- Item: 7
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use housing projects located in unincorporated areas of a county that meet specific development criteria.
Section 3(o) has been added to the Local CEQA Guidelines to account for this exemption.
2.Public Resources Code Section 21080.25 Transit Prioritization Projects Public Resources Code Section 21080.25 has been amended as a result of Assembly Bill 2503 to add an exemption for public projects which institute or increase passenger rail service which will be exclusively used by zero-emission trains.
Subsection 6 has been added to Section 3(r) of the Local CEQA Guidelines to account for this exemption.
3.Public Resources Code Section 21080.61 Routing Maintenance of Stormwater Facilities
Public Resources Code Section 21080.61 has been amended to reflect Assembly Bill 3227 to add an exemption for the routine maintenance of public stormwater facilities that are fully concrete or have a conveyance capacity of less than a 100-year storm event if certain conditions are met.
Section 3(u) has been added to the Local CEQA Guidelines to account for this exemption.
4.Government Code Section 65914.900 Other Development Approvals Pursuant to Assembly Bill 2085, Government Code Section 65914.900 was amended to provide that CEQA does not apply to community clinics providing reproductive health clinics that meet objective standards established in Government Code.
Section 3(z) has been added to the Local CEQA Guidelines to account for this exemption.
5.Public Resources Code Section 21080.10
Public Resources Code Section 21080.10 has been amended as a result of Senate Bill 1361 clarifying that CEQA does not apply to a local agency’s approval of contracts for providing services for people experiencing homelessness.
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Section 10(j) of the Local CEQA Guidelines has been amended to account for this exemption.
The proposed update to the Local CEQA Guidelines reflects changes to the State CEQA Guidelines. Therefore, staff recommends that the City Council adopt the Resolution in Attachment 1.
FISCAL IMPACT:
There is minimal fiscal impact associated with the recommended action.
ATTACHMENTS:
1. City Council Resolution
2. 2025 Local CEQA Guidelines
Initiated By: Connor Musler, Associate Planner
Submitted By: Gayle Ackerman, AICP, Director of Community Development Approved By: Debra Rose, City Manager
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4 Attachment 1
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4 RESOLUTION NO. ______
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF
LAKE FOREST, CALIFORNIA AMENDING AND
ADOPTING LOCAL GUIDELINES FOR IMPLEMENTING
THE CALIFORNIA ENVIRONMENTAL QUALITY ACT
(PUBLIC RESOURCES CODE §§ 21000 ET SEQ.)
WHEREAS, the California Legislature has amended the California Environmental Quality Act (“CEQA”) (Pub. Resources Code §§ 21000 et seq.), the Natural Resources Agency has amended the State CEQA Guidelines (Cal. Code Regs, tit. 14, §§ 15000 et seq.), and the California courts have interpreted specific provisions of CEQA; and WHEREAS, Public Resources Code section 21082 requires all public agencies to adopt objectives, criteria and procedures for (1) the evaluation of public and private projects undertaken or approved by such public agencies, and (2) the preparation, if required, of environmental impact reports and negative declarations in connection with that evaluation; and
WHEREAS, the City of Lake Forest (“City”) must revise its local guidelines for implementing CEQA to make them consistent with the current provisions and interpretations of CEQA and the State CEQA Guidelines.
NOW, THEREFORE, the City Council of the City of Lake Forest hereby resolves as follows:
1. The City adopts the “2025 Local Guidelines for Implementing the California Environmental Quality Act,” to make them consistent with the current provisions and interpretations of CEQA and the State CEQA Guidelines.
2. All prior actions of the City enacting earlier guidelines are hereby repealed.
PASSED, APPROVED AND ADOPTED by the City Council of the City of Lake Forest, California on June 17th 2025, by the following vote, to wit:
AYES:
NOES:
ABSENT:
ABSTAIN:
[SIGNATURES ON FOLLOWING PAGE]
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4 ______________________________________
SCOTT VOIGTS, MAYOR
ATTEST:
__________________________________________
THY MERRITT
ACTING CITY CLERK
APPROVED AS TO FORM:
__________________________________
MATTHEW E. RICHARDSON
CITY ATTORNEY
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4 STATE OF CALIFORNIA )
COUNTY OF ORANGE ) SS
CITY OF LAKE FOREST )
I, Thy Merritt, Acting City Clerk of the City of Lake Forest, California do hereby certify that the foregoing Resolution No. 2025-_______ was duly passed and adopted at a regular meeting of the Lake Forest City Council on the 17th day of June 2025, by the following vote:
AYES: COUNCIL MEMBERS
NOES: COUNCIL MEMBERS
ABSENT: COUNCIL MEMBERS
ABSTAIN: COUNCIL MEMBERS
__________________________________
THY MERRITT
ACTING CITY CLERK
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Attachment 2
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ATTACHMENT “A”
CITY OF LAKE FOREST
LOCAL GUIDELINES
FOR IMPLEMENTING THE
CALIFORNIA ENVIRONMENTAL QUALITY ACT
2025
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TABLE OF CONTENTS
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1) GENERAL PROVISIONS, PURPOSE AND POLICY ................................................. 1-1 a) Authority and Relationship to State CEQA Guidelines ...................................... 1-1 b) Purpose ................................................................................................................ 1-1 c) Applicability ....................................................................................................... 1-2 d) Delegation of responsibility to Development Services Director ........................ 1-2 e) Reducing Delay and Paperwork .......................................................................... 1-3 f) Terminology ........................................................................................................ 1-4 g) Partial Invalidity.................................................................................................. 1-4 h) Requests for Notices ........................................................................................... 1-4 i) The City May Charge Reasonable Fees For Reproducing Environmental Documents .......................................................................................................... 1-5 j) State Agency Furloughs ...................................................................................... 1-5 2) LEAD AND RESPONSIBLE AGENCIES .................................................................... 2-1 a) Lead Agency Principle ........................................................................................ 2-1 b) Selection of Lead Agency ................................................................................... 2-1 c) Duties of a Lead Agency..................................................................................... 2-2 d) CEQA Determinations Made by Non-Elected Body; Procedure to Appeal Such Determinations ........................................................................................... 2-3 e) Projects Relating to Development of Hazardous Waste and Other Sites ........... 2-3 f) Responsible Agency Principle ............................................................................ 2-4 g) Duties of a Responsible Agency ......................................................................... 2-4 h) Response to Notice of Preparation by Responsible Agencies ............................ 2-4 i) Use of Final EIR or Negative Declaration by Responsible Agencies ................ 2-5 j) Shift in Lead Agency Responsibilities ................................................................ 2-5 k) Preliminary Review for Completeness ............................................................... 2-6 3) ACTIVITIES EXEMPT FROM CEQA ......................................................................... 3-1 a) Actions Subject to CEQA ................................................................................... 3-1 b) Actions Not Subject to CEQA ............................................................................ 3-1 c) Ministerial Actions.............................................................................................. 3-2 d) Exemptions in General ........................................................................................ 3-2 e) Notice of Exemption ........................................................................................... 3-3 Item: 7
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f) Disapproved Projects .......................................................................................... 3-4 g) Projects with No Possibility of Significant Effect .............................................. 3-4 h) Emergency Projects ............................................................................................ 3-4 i) Feasibility and Planning Studies ......................................................................... 3-5 j) Rates, Tolls, Fares, and Charges ......................................................................... 3-5 k) Specific Statutory Exemptions ............................................................................ 3-5 l) Ballot Measures .................................................................................................. 3-6 m) Transit Priority Project ........................................................................................ 3-6 n) Certain Infill Projects .......................................................................................... 3-7 o) Exemption For Residential or Mixed-Use Housing Projects .............................. 3-9 p) Exemption for Infill Projects in Transit Priority Areas .................................... 3-10 q) Transfer of Land for the Preservation of Natural Conditions ........................... 3-11 r) Transit Prioritization Projects. .......................................................................... 3-11 s) Transportation Plans, Pedestrian Plans, and Bicycle Transportation Plans. ..... 3-13 t) Water System Wells and Domestic Well Projects. ........................................... 3-14 u) Routine Maintenance of Stormwater Facilities ................................................. 3-16 v) Small Disadvantaged Community Water System and State Small Water System. .............................................................................................................. 3-16 w) Conservation and Restoration of California Native Fish and Wildlife. ............ 3-17 x) Linear Broadband Deployment in a Right-Of-Way. ......................................... 3-18 y) Needle and Syringe Exchange Services. ........................................................... 3-19 z) Reproductive Services Community Clinic........................................................ 3-19 aa) Other Specific Exemptions ............................................................................... 3-20 bb) Categorical Exemptions .................................................................................... 3-20 cc) Pipelines within a Public Right-of-Way and Less Than One Mile in Length. .............................................................................................................. 3-21 dd) Pipelines Less Than Eight Miles in Length. ..................................................... 3-22 ee) Certain Residential Housing Projects ............................................................... 3-24 ff) Minor Alterations to Fluoridate Water Utilities................................................ 3-31 4) TIME LIMITATIONS .................................................................................................... 4-1 a) Time Limits for Review of Private Project Applications ................................... 4-1 Item: 7
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b) Fees ..................................................................................................................... 4-1 c) Completion and Adoption of Negative Declaration or Completion and Certification of EIR............................................................................................. 4-1 d) Projects Subject to the Permit Streamlining Act................................................. 4-2 e) Projects, Other Than Those Subject to the Permit Streamlining Act, with Short Time Periods for Approval ........................................................................ 4-2 f) Suspension of Time Periods................................................................................ 4-3 5) INITIAL STUDY............................................................................................................ 5-1 a) Preparation of Initial Study ................................................................................. 5-1 b) Deposit for Initial Study...................................................................................... 5-1 c) Use of the Initial Study ....................................................................................... 5-2 d) Contents of Initial Study ..................................................................................... 5-3 e) Submission of Data ............................................................................................. 5-3 f) Format; Use of a Checklist Initial Study............................................................. 5-4 g) Consultation ........................................................................................................ 5-4 h) Evaluating Significant Environmental Effects .................................................... 5-5 i) Determining the Significance of Transportation Impacts. .................................. 5-6 j) Mandatory Findings of Significant Effect .......................................................... 5-7 k) Development Pursuant To An Existing Community Plan And EIR ................... 5-8 l) Land Use Policies ............................................................................................... 5-9 m) Evaluating Impacts on Historical Resources ...................................................... 5-9 n) Evaluating Impacts on Archaeological Sites .................................................... 5-10 o) Consultation with Water Agencies Regarding Large Development Projects ... 5-11 p) Subdivisions with More Than 500 Dwelling Units .......................................... 5-13 q) Climate Change And Greenhouse Gas Emissions ............................................ 5-13 r) Energy Conservation ......................................................................................... 5-17 s) Environmental Impact Assessment ................................................................... 5-18 t) Final Determination .......................................................................................... 5-18 6) NEGATIVE DECLARATION ....................................................................................... 6-1 a) Decision to Prepare a Negative Declaration ....................................................... 6-1 b) Decision to Prepare a Mitigated Negative Declaration....................................... 6-1 Item: 7
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c) Contracting for Preparation of Negative Declaration or Mitigated Negative Declaration .......................................................................................................... 6-1 d) Notice of Intent to Adopt a Negative Declaration or Mitigated Negative Declaration .......................................................................................................... 6-2 e) Shortened Review Period .................................................................................... 6-4 f) Consultation with California Native American Tribes. ...................................... 6-4 g) Identification of Tribal Cultural Resources and Processing of Information after Consultation with the California native American tribe. ............................ 6-6 h) Significant Adverse Impacts to Tribal Cultural Resources. ................................ 6-7 i) Posting and Publication of Negative Declaration or Mitigated Negative Declaration. ......................................................................................................... 6-8 j) Submission of Negative Declaration or Mitigated Negative Declaration to State Clearinghouse. ........................................................................................... 6-9 k) Consultation with Water Agencies Regarding Large Development Projects. ............................................................................................................. 6-11 l) Content of Negative Declaration. ..................................................................... 6-11 m) Types of Mitigation........................................................................................... 6-12 n) Consideration of Comments; Adoption of Negative Declarations ................... 6-12 o) Recirculation of a Negative Declaration or Mitigated Negative Declaration. ....................................................................................................... 6-13 p) Mitigation Reporting or Monitoring Program for Mitigated Negative Declaration. ....................................................................................................... 6-14 q) Notice of Determination on a Project for Which a Proposed Negative or Mitigated Negative Declaration Has Been Approved ...................................... 6-16 r) Approval of Project; Appeal of Adoption or rejection of Negative Declaration ........................................................................................................ 6-17 s) Filing Fees for Projects Which Affect Wildlife Resources .............................. 6-17 7) ENVIRONMENTAL IMPACT REPORT ..................................................................... 7-1 a) Decision to Prepare an EIR ................................................................................. 7-1 b) Preparation of a DEIR ......................................................................................... 7-3 c) Deposit for Private Projects ............................................................................... 7-4 d) Cooperation of Project Applicant ....................................................................... 7-4 e) Notice of Preparation of DEIR ........................................................................... 7-4 f) Special Notice Requirements for Affected Military Agencies ........................... 7-6 Item: 7
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g) Preparation of DEIR ........................................................................................... 7-6 h) Consultation with California Native American Tribes. ...................................... 7-6 i) Identification of Tribal Cultural Resources and Processing of Information after Consultation with the California native American tribe ............................. 7-8 j) Significant Adverse Impacts to Tribal Cultural Resources ................................. 7-9 k) Consultation with Other Agencies and Persons ................................................ 7-10 l) Early Consultation on Projects Involving Permit Issuance............................... 7-11 m) Consultation with Water Agencies Regarding Large Development Projects ... 7-12 n) General Aspects of an EIR ................................................................................ 7-12 o) Use of Registered Consultants in Preparing EIRs ............................................ 7-13 p) Incorporation by Reference............................................................................... 7-13 q) Standards for Adequacy of an EIR ................................................................... 7-13 r) Form and Content of EIR .................................................................................. 7-14 s) Consideration and Discussion of Significant Environmental Impacts ............. 7-15 t) Environmental Setting. ..................................................................................... 7-16 u) Analysis of Cumulative Impacts. ...................................................................... 7-17 v) Analysis of Mitigation Measures ...................................................................... 7-19 w) Analysis of Alternatives in an EIR ................................................................... 7-20 x) Analysis of Future Expansion ........................................................................... 7-23 y) Notice of Completion of DEIR; Notice of Availability of DEIR ..................... 7-23 z) Review of EIR By Other Persons ..................................................................... 7-26 aa) Submission of DEIR to State Clearinghouse .................................................... 7-26 bb) Time for Review of DEIR; Failure to Comment .............................................. 7-28 cc) Shortened Review period .................................................................................. 7-29 dd) Public Hearing on DEIR ................................................................................... 7-29 ee) Evaluation of and Response to Comments on DEIR ........................................ 7-30 ff) Preparation and Contents of Final EIR ............................................................. 7-31 gg) Recirculation When New Information Is Added to EIR ................................... 7-31 hh) Certification of Final EIR ................................................................................. 7-32 ii) Appeal of Certification of EIR .......................................................................... 7-33 jj) Consideration of EIR Before Approval or Disapproval of Project ................... 7-33 Item: 7
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kk) Findings............................................................................................................. 7-33 ll) Statement of Overriding Considerations ........................................................... 7-35 mm) Mitigation Monitoring or Reporting Program for EIR ..................................... 7-35 nn) Notice of Determination ................................................................................... 7-37 oo) Disposition of a Final EIR ................................................................................ 7-39 pp) Private Project Costs ......................................................................................... 7-39 qq) Filing Fees for Projects Which Affect Wildlife Resources .............................. 7-39 8) TIERING......................................................................................................................... 8-1 a) EIRs Generally .................................................................................................... 8-1 b) Tiering ................................................................................................................. 8-1 c) Project EIR .......................................................................................................... 8-2 d) Subsequent EIR ................................................................................................... 8-2 e) Supplemental EIR ............................................................................................... 8-4 f) Subsequent Negative Declaration ....................................................................... 8-4 g) Addendum to an EIR .......................................................................................... 8-5 h) Addendum to Negative declaration .................................................................... 8-5 i) Staged EIR .......................................................................................................... 8-5 j) Program EIR ....................................................................................................... 8-6 k) Master EIR .......................................................................................................... 8-7 l) Special Requirements for Redevelopment Projects ............................................ 8-8 9) CEQA LITIGATION ...................................................................................................... 9-1 a) Timelines............................................................................................................. 9-1 b) Mediation and Settlement ................................................................................... 9-1 c) Administrative Record ........................................................................................ 9-1 10) AFFORDABLE HOUSING ......................................................................................... 10-1 a) Streamlined, Ministerial Approval Process for Affordable Housing Projects .............................................................................................................. 10-1 b) Ministerial Approval Process for Urban Lot Splits and Housing Developments With No More Than Two Residential Units Within a Single-Family Residential Zone (SB 9) .......................................................... 10-21 c) Approval of Ordinance to Zone Any Parcel For Up to 10 Units of Residential Density Per Parcel in Certain Circumstances (SB 10) ................. 10-25 Item: 7
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d) Housing Sustainability Districts. .................................................................... 10-26 e) Interim Motel Housing. ................................................................................... 10-27 f) Supportive Housing and “No Place Like Home” Projects.............................. 10-27 g) Shelter Crisis and Emergency Housing. ......................................................... 10-28 h) Affordable Housing Developments in Commercial Zones. ............................ 10-28 i) Mixed-Income Housing Developments Along Commercial Corridors. ......... 10-30 j) A Responsible Agency’s Provision of Financial Assistance or Insurance for the Development and Construction of Affordable Housing...................... 10-34 k) Exemption for Specified Affordable Housing Projects. ................................. 10-34 l) Ministerial Approval of Housing Developments on Land Owned by Independent Institutions of Higher Education and Religious Institutions. ..... 10-36 11) DEFINITIONS .............................................................................................................. 11-1
11.01 “Agricultural Employee” .................................................................................. 11-1
11.02 “Applicant” ....................................................................................................... 11-1
11.03 “Approval” ........................................................................................................ 11-1
11.04 “Baseline” ......................................................................................................... 11-2
11.05 “California Native American Tribe” ................................................................. 11-2
11.06 “Categorical Exemption” .................................................................................. 11-2
11.07 “CEQA” ............................................................................................................ 11-2
11.08 “City” ................................................................................................................ 11-2
11.09 “Clerk” .............................................................................................................. 11-2
11.10 “Community-Level Environmental Review” ................................................... 11-2
11.11 “Consultation”................................................................................................... 11-3
11.12 “Cumulative Impacts” ....................................................................................... 11-3
11.13 “Cumulatively Considerable” ........................................................................... 11-3
11.14 “Decision Making Body” .................................................................................. 11-3
11.15 “DEIR” .............................................................................................................. 11-3
11.16 “Developed Open Space” ................................................................................. 11-3
11.17 “Development Project” ..................................................................................... 11-3
11.18 “Director” .......................................................................................................... 11-3
11.19 “Discretionary Project” ..................................................................................... 11-4 Item: 7
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11.20 “EIR”................................................................................................................. 11-4
11.21 “Emergency” ..................................................................................................... 11-4
11.22 “Endangered, Rare or Threatened Species” ...................................................... 11-4
11.23 “Environment” .................................................................................................. 11-4
11.24 “Feasible” .......................................................................................................... 11-5
11.25 “Final EIR” ....................................................................................................... 11-5
11.26 “Greenhouse Gas” ............................................................................................. 11-5
11.27 “Highway” ........................................................................................................ 11-5
11.28 “Historical Resources” ...................................................................................... 11-5
11.29 “Infill Site” ........................................................................................................ 11-6
11.30 “Initial Study” ................................................................................................... 11-6
11.31 “Jurisdiction by Law” ....................................................................................... 11-6
11.32 “LCI”................................................................................................................. 11-6
11.33 “Lead Agency”.................................................................................................. 11-7
11.34 “Low-Income Households” .............................................................................. 11-7
11.35 “Low-Level Flight Path”................................................................................... 11-7
11.36 “Metropolitan Planning Organization” ............................................................. 11-7
11.37 “Military Impact Zone”..................................................................................... 11-7
11.38 “Ministerial” ..................................................................................................... 11-8
11.39 “Mitigated Negative Declaration” .................................................................... 11-8
11.40 “Mitigation” ...................................................................................................... 11-8
11.41 “Negative Declaration” ..................................................................................... 11-8
11.42 “Notice of Completion” .................................................................................... 11-8
11.43 “Notice of Determination” ................................................................................ 11-8
11.44 “Notice of Exemption” ..................................................................................... 11-8
11.45 “Notice of Preparation”..................................................................................... 11-9
11.46 “Person” ............................................................................................................ 11-9
11.47 “Pipeline” .......................................................................................................... 11-9
11.48 “Private Project” ............................................................................................... 11-9
11.49 “Project” ............................................................................................................ 11-9
11.50 “Project-Specific Effects” ............................................................................... 11-10 Item: 7
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11.51 “Public Water System” ................................................................................... 11-10
11.52 “Residential” ................................................................................................... 11-10
11.53 “Responsible Agency” .................................................................................... 11-10
11.54 “Riparian Areas” ............................................................................................. 11-10
11.55 “Roadway” ...................................................................................................... 11-11
11.56 “Significant Effect” ......................................................................................... 11-11
11.57 “Significant Value as Wildlife Habitat” ......................................................... 11-11
11.58 “Special Use Airspace”. .................................................................................. 11-11
11.59 “Staff” ............................................................................................................. 11-11
11.60 “Standard” ....................................................................................................... 11-11
11.61 “State CEQA Guidelines” ............................................................................... 11-12
11.62 “Substantial Evidence” ................................................................................... 11-12
11.63 “Sustainable Communities Strategy” .............................................................. 11-12
11.64 “Tiering” ......................................................................................................... 11-12
11.65 “Transit Priority Area” .................................................................................... 11-13
11.66 “Transit Priority Project” ................................................................................ 11-13
11.67 “Transportation Facilities” .............................................................................. 11-13
11.68 “Tribal Cultural Resources” ............................................................................ 11-13
11.69 “Trustee Agency”............................................................................................ 11-14
11.70 “Urbanized Area”............................................................................................ 11-14
11.71 “Water Acquisition Plans” .............................................................................. 11-15
11.72 “Water Assessment” or “Water Supply Assessment” .................................... 11-15
11.73 “Water Demand Project” ................................................................................ 11-16
11.74 “Waterway”..................................................................................................... 11-16
11.75 “Wetlands” ...................................................................................................... 11-16
11.76 “Wildlife Habitat” ........................................................................................... 11-17
11.77 “Zoning Approval” ......................................................................................... 11-17 12) FORMS ......................................................................................................................... 12-1 13) COMMON ACRONYMS ............................................................................................ 13-1 Item: 7
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Local Guidelines for Implementing the
California Environmental Quality Act (2025) GENERAL PROVISIONS, PURPOSE AND POLICY
2025 City of Lake Forest Guidelines 1-1 ©Best Best & Krieger LLP 1) GENERAL PROVISIONS, PURPOSE AND POLICY
a) AUTHORITY AND RELATIONSHIP TO STATE CEQA GUIDELINES
These procedures are adopted to implement the California Environmental Quality Act (“CEQA”), Public Resources Code section 21000 et seq., and the State CEQA Guidelines (“State CEQA Guidelines”), 14 California Code of Regulations Section 15000 et seq. The procedures established herein implement and tailor the general provisions of the State CEQA Guidelines to the specific operations of the City of Lake Forest (“City”). These Local Guidelines are intended to supplement the State CEQA Guidelines. If any section of these Local Guidelines is in conflict with or contrary to any provision of CEQA as it now exists or may be amended hereafter, CEQA shall control.
In these Local Guidelines, any procedures applicable to “Negative Declarations” shall also apply to “Mitigated Negative Declarations,” except to the extent special procedures are expressly made applicable for Mitigated Negative Declarations hereunder.
All time periods set out herein shall be calendar days unless otherwise indicated. b) PURPOSE
The purpose of these Local Guidelines is to help the City accomplish the following basic objectives of CEQA:
(1) To enhance and provide long-term protection for the environment, while providing a decent home and satisfying living environment for every Californian.
(2) To provide information to governmental decision-makers and the public regarding the potential significant environmental effects of the proposed project. (3) To provide an analysis of the environmental effects of future actions associated with the project to adequately apprise all interested parties of the true scope of the project for intelligent weighing of the environmental consequences of the project.
(4) To identify ways that environmental damage can be avoided or significantly reduced.
(5) To prevent significant avoidable environmental damage through utilization of feasible project alternatives or mitigation measures.
(6) To disclose and demonstrate to the public the reasons why a governmental agency approved the project in the manner chosen. Public participation is an essential part of the CEQA process. Each public agency should encourage wide public involvement, formal and informal, in order to receive and evaluate public reactions to environmental issues related to a public agency’s activities. Such involvement should include, whenever possible, making environmental information available in electronic format on the Internet, on a web site maintained or utilized by the public agency.
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Local Guidelines for Implementing the
California Environmental Quality Act (2025) GENERAL PROVISIONS, PURPOSE AND POLICY
2025 City of Lake Forest Guidelines 1-2 ©Best Best & Krieger LLP c) APPLICABILITY
These Guidelines apply to any activity of the City which constitutes a “project” as defined in Guidelines Section 11.49 and/or to any activity for which the City is a Responsible Agency.
These Guidelines are also intended to assist the City in determining whether a proposed activity constitutes a project triggering CEQA review, or whether the activity is exempt from CEQA.
An Environmental Impact Report (“EIR”) is required for each such project which may have a significant effect on the environment. When the City finds that a project subject to CEQA will have no significant environmental effect, a Negative Declaration or Mitigated Negative Declaration rather than an EIR shall be prepared.
An EIR serves several functions for the benefit of the City and the public. An EIR: (1) identifies and analyzes the significant environmental effects of a proposed project; (2) identifies alternatives to the project; and (3) discloses possible ways to reduce or avoid potential environmental damage. These matters are to be evaluated by the City before the project is approved or disapproved.
The EIR is an informational document. It should not be used to rationalize the decision for a project. CEQA requires that decisions be informed and balanced. CEQA must not be subverted into an instrument for the oppression and delay of social, economic, or recreational development or advancement. Indications of adverse environmental impacts from the project which are identified in the EIR do not necessarily require disapproval of a project. Rather, when an EIR shows that a project would cause substantial adverse changes in the environment, the City must respond to the information by one or more of the following methods:
(1) Changing the proposed project;
(2) Imposing conditions on the approval of the project; (3) Adopting plans or ordinances to control a broader class of activities to avoid the problems;
(4) Choosing an alternative way of meeting the same need; (5) Disapproving the project; or
(6) Finding that the unavoidable, significant environmental damage is acceptable pursuant to a Statement of Overriding Considerations.
Although CEQA requires that major consideration be given to preventing environmental damage, the City also has an obligation to balance other public objectives for each project including economic and social factors.
d) DELEGATION OF RESPONSIBILITY TO DEVELOPMENT SERVICES DIRECTOR The Development Services Director (“Director”) or his or her designee shall be responsible for the following CEQA functions:
(a) Determining whether a project is exempt;
(b) Conducting an Initial Study, and deciding whether to prepare a Negative Declaration or Draft Environmental Impact Report (“EIR”);
(c) Preparing a Negative Declaration or DEIR;
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2025 City of Lake Forest Guidelines 1-3 ©Best Best & Krieger LLP (d) Determining that a Negative Declaration has been completed within a period of one- hundred and five (105) days or an EIR within a period of one (1) year from the date when the City accepted an application as complete;
(e) Preparing responses to comments on environmental documents; (f) Filing notices required or authorized by CEQA, the State CEQA Guidelines, or these Local Guidelines;
(g) Consulting with and obtaining comments from other public agencies and the public; (h) Assuring adequate opportunity and time for public review and public commentary; (i) Developing procedures for a mitigation monitoring and reporting program for those mitigation measures imposed as conditions of approval in order to reduce or eliminate a significant environmental effect; and,
(j) Determining whether an EIR is required to be recirculated or whether to prepare a Subsequent EIR, an Addendum to an EIR, a Subsequent Negative Declaration, or an Addendum to a Negative Declaration.
e) REDUCING DELAY AND PAPERWORK
The State CEQA Guidelines encourage local governmental agencies to reduce delay and paperwork by, among other things:
(1) Integrating the CEQA process into early planning review; to this end, the project approval process and these procedures, to the maximum extent feasible, are to run concurrently, not consecutively;
(2) Identifying projects which fit within categorical or other exemptions and are therefore exempt from CEQA processing;
(3) Using initial studies to identify significant environmental issues and to narrow the scope of EIRs;
(4) Using a Negative Declaration when a project, not otherwise exempt, will not have a significant effect on the environment;
(5) Consulting with state and local responsible agencies before and during the preparation of an EIR so that the document will meet the needs of all the agencies which will use it;
(6) Allowing applicants to revise projects to eliminate possible significant effects on the environment, thereby enabling the project to qualify for a Negative Declaration rather than an EIR;
(7) Integrating CEQA requirements with other environmental review and consultation requirements;
(8) Emphasizing consultation before an EIR is prepared, rather than submitting adverse comments on a completed document;
(9) Combining environmental documents with other documents, such as general plans;
(10) Eliminating repetitive discussions of the same issues by using EIRs on programs, policies or plans and tiering from statements of broad scope to those of narrower scope;
(11) Reducing the length of EIRs by means such as setting appropriate page limits; (12) Preparing analytic, rather than encyclopedic, EIRs; (13) Mentioning insignificant issues only briefly;
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2025 City of Lake Forest Guidelines 1-4 ©Best Best & Krieger LLP (14) Writing EIRs in plain language;
(15) Following a clear format for EIRs;
(16) Emphasizing the portions of the EIR that are useful to decision-makers and the public and reducing emphasis on background material;
(17) Incorporating information by reference; and
(18) Making comments on EIRs as specific as possible.
f) TERMINOLOGY
The terms “must” or “shall” identify mandatory requirements. The terms “may” and “should” are permissive, with the particular decision being left to the discretion of the City. g) PARTIAL INVALIDITY
In the event any part or provision of these Guidelines shall be determined to be invalid, the remaining portions which can be separated from the invalid unenforceable provisions shall continue in full force and effect.
h) REQUESTS FOR NOTICES
Individuals may file a written request to receive copies of public notices provided under these Guidelines or the State CEQA Guidelines. The requestor may elect to receive these notices via email rather than regular mail. Notices sent by email are deemed delivered when the staff person sending the email sends it directed to the last email address provided by the requestor to the public agency. Any request to receive public notices shall be renewed annually in writing.
Individuals may also submit comments on the CEQA documentation for a project via email. Comments submitted via email shall be treated as written comments for all purposes.
Comments sent to the public agency via email are deemed received when they actually arrive in an email account of a staff person who has been designated or identified as the point of contact for a particular project.
Whenever a member of the public files a written request with the City Clerk to receive copies of notices prepared pursuant to Public Resources Code sections 21080.4 (Notice of Determination), 21092 (Notice of Determination), 21152 (Notice of Approval or Determination), the Director shall cause a copy of said Notice to be mailed to such individual. A “written request” shall be defined to include the payment of a fee as set by Resolution of the City Council. Unless a fee is not set by Resolution of the City Council, no written request for notice shall be valid unless and until the fee is paid. All written requests shall be valid for one (1) calendar year and may be renewed annually by submitting a new written request and payment of the fee set by Resolution of the City Council. The provisions of Public Resources Code section 21092.2 relative to substantial compliance shall be applicable to this Section. The Director may mail a Proof of Service of Mailing when mailing a Notice of Determination to a person making a request for a Notice of Determination to establish proof of mailing for purposes of starting the statute of limitations pursuant to Public Resources Code section 21167(f).
When acting as Lead Agency, the City must also post certain environmental documents (such as Draft and Final Environmental Impact Reports, Draft Negative Declarations and Draft Item: 7
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2025 City of Lake Forest Guidelines 1-5 ©Best Best & Krieger LLP Mitigated Negative Declarations) and CEQA notices (such as Notices of Preparation, Notices of Availability, Notices of Intent to Adopt a Negative Declaration, Notices of Exemption, and Notices of Determination) on its website.
(Reference: Pub. Resources Code, §§ 21082.1, 21091(d)(3), 21092.2.) i) THE CITY MAY CHARGE REASONABLE FEES FOR REPRODUCING
ENVIRONMENTAL DOCUMENTS
A public agency may charge and collect a reasonable fee from members of the public that request a copy of an environmental document, so long as the fee does not exceed the cost of reproduction. The kinds of “environmental documents” that CEQA specifically allows public agencies to seek reimbursement for includes: initial studies, negative declarations, mitigated negative declarations, draft and final EIRs, and documents prepared as a substitute for an EIR, a negative declaration, or a mitigated negative declaration.
The City shall make CEQA-related documents (e.g., Negative Declarations, Mitigated Negative Declarations, DEIRs, Final EIRs, and notices relating to these documents) available to the public-at-large on the City’s website. Requests for documents made pursuant to the California Public Records Act must comply with the Government Code. (See, for example, Government Code section 7922.570 for information regarding providing documents in electronic format.) j) STATE AGENCY FURLOUGHS
Due to budget concerns, the State may institute mandatory furlough days for state government agencies. Local agencies may also change their operating hours.
Because state and local agencies may enact furloughs that limit their operating hours, if the City has time sensitive materials or needs to consult with a state agency, the City should check with the applicable state agency office or with the City’s attorney to ensure compliance with all applicable deadlines.
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2025 City of Lake Forest Guidelines 2-1 ©Best Best & Krieger LLP 2) LEAD AND RESPONSIBLE AGENCIES
a) LEAD AGENCY PRINCIPLE
The City will be the Lead Agency if it will have principal responsibility for carrying out or approving a project. Where a project is to be carried out or approved by more than one public agency, only one agency shall be responsible for the preparation of environmental documents.
This agency shall be called the Lead Agency.
(Reference: State CEQA Guidelines, §§ 15050, 15367.)
b) SELECTION OF LEAD AGENCY
Where two or more public agencies will be involved with a project, the Lead Agency shall be designated according to the following criteria:
(1) If the project will be carried out by a public agency, that agency shall be the Lead Agency even if the project will be located within the jurisdiction of another public agency.
(2) If the project will be carried out by a nongovernmental person or entity, the Lead Agency shall be the public agency with the greatest responsibility for supervising and approving the project as a whole. The Lead Agency will normally be the agency with general governmental powers, rather than an agency with a single or limited purpose. (For example, a district which will provide a public service or utility to the project serves a limited purpose.) If two or more agencies meet this criteria equally, the agency which acts first on the project will normally be the Lead Agency.
If two or more public agencies have a substantial claim to be the Lead Agency under either (1) or (2), they may designate one agency as the Lead Agency by agreement. An agreement may also provide for cooperative efforts by contract, joint exercise of powers, or similar devices. If the agencies cannot agree which agency should be the Lead Agency for preparing the environmental document, any of the disputing public agencies or the project applicant may submit the dispute to the Office of Land Use and Climate Innovation. Within 21 days of receiving the request, the Office of Land Use and Climate Innovation will designate the Lead Agency. The Office of Land Use and Climate Innovation shall not designate a Lead Agency in the absence of a dispute. A “dispute” means a contested, active difference of opinion between two or more public agencies as to which of those agencies shall prepare any necessary environmental document. A dispute exists when each of those agencies claims that it either has or does not have the obligation to prepare that environmental document.
(Reference: State CEQA Guidelines, § 15051.)
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2025 City of Lake Forest Guidelines 2-2 ©Best Best & Krieger LLP c) DUTIES OF A LEAD AGENCY
As a Lead Agency, the City shall decide whether a Negative Declaration, Mitigated Negative Declaration or an EIR will be required for a project and shall prepare, or cause to be prepared, and consider the document before making its decision on whether and how to approve the project. The documents may be prepared by Staff or by environmental consultants retained by the City pursuant to a contract executed in accordance with the City’s Purchasing and Contract Guidelines. For the latter, the City shall independently review and analyze all draft and final EIRs or Negative Declarations prepared for a project and shall find that the EIR or Negative Declaration reflects the independent judgment of the City prior to approval of the document. If a DEIR or Final EIR is prepared under a contract to the City, the contract must be executed prior to the commencement of the work by the environmental consultant but in no event later than forty-five (45) days from the date on which the City sends a Notice of Preparation. The City, however, may take longer to execute the contract if the project applicant and the City mutually agree to an extension of the 45-day time period. (Pub. Resources Code, § 21151.5; see also Local Guidelines Section 7)b).)
During the process of preparing an EIR, the City shall have the following duties:
(1) If a California Native American tribe has requested consultation, within 14 days after determining that an application for a project is complete or a decision to undertake a project, the Lead Agency shall begin consultation with the California Native American tribes (see Local Guidelines Section 7)h); (2) Immediately after deciding that an EIR is required for a project, the City shall send to the Office of Land Use and Climate Innovation and each Responsible Agency a Notice of Preparation (Form “G”) stating that an EIR will be prepared. (See Guidelines Section 7)e).)
(3) Prior to release of an EIR, if the California Native American tribe that is culturally affiliated with the geographic area of a project requests in writing to be informed of any proposed project, the City must begin consultation with the tribe (see Local Guidelines Section 7)h).)
(4) The City shall prepare or cause to be prepared the DEIR for the project. (See Guidelines Section 7)r).)
(5) Once the DEIR is completed, the City shall file a Notice of Completion (Form “H”) with the Office of Land Use and Climate Innovation. (See Guidelines Section 7)y).)
(6) The City shall consult with state, federal and local agencies which exercise authority over resources which may be affected by the project for their comments on the completed DEIR. (See Guidelines Section 7)m).)
(7) The City shall provide public notice of the availability of a DEIR (Form “K”) at the same time that it sends a Notice of Completion to the Office of Land Use and Climate Innovation. (See Guidelines Section 7)y).)
(8) The City shall evaluate comments on environmental issues received from persons who reviewed the DEIR and shall prepare or cause to be prepared a written response to all comments that raise significant environmental issues and that were timely received during the public comment period. A written response must be provided to all public agencies who commented on the project during Item: 7
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2025 City of Lake Forest Guidelines 2-3 ©Best Best & Krieger LLP the public review period at least ten (10) days prior to certifying an EIR. (See Guidelines Section 7)ee).)
(9) The City shall prepare or cause to be prepared a Final EIR before approving the project. (See Guidelines Section 7)ff).)
(10) The City shall certify that the Final EIR has been completed in compliance with CEQA and has been reviewed by the City Council. (See Guidelines Section 7)hh).)
(11) The City shall include in the Final EIR any comments received from a Responsible Agency on the Notice of Preparation or the DEIR. (See Guidelines Sections 7)k), 7)ee) and 7)ff).)
d) CEQA DETERMINATIONS MADE BY NON-ELECTED BODY; PROCEDURE TO
APPEAL SUCH DETERMINATIONS
As set forth in the Lake Forest Municipal Code, the City has charged non-elected bodies such as the Planning Commission with the responsibility of making the determinations on certain projects, and, hence, the environmental findings for those projects. The CEQA determinations of any non-elected body may be appealed to the City Council. The procedures of Section 2.04.100, et seq., of the Lake Forest Municipal Code shall govern these appeals, except that the time limit for filing the appeal shall be ten (10) days after the decision making body’s CEQA determination. e) PROJECTS RELATING TO DEVELOPMENT OF HAZARDOUS WASTE AND OTHER SITES
An applicant for a development project must submit a signed statement to the City stating whether the project and any alternatives are located on a site which is included in any list compiled by the Secretary for Environmental Protection of the California Environmental Protection Agency (“California EPA”) listing hazardous waste sites and other specified sites located in the City’s boundaries. The applicant’s statement must contain the following information:
(1) The applicant’s name, address, and phone number.
(2) Address of site, and local agency (city/county).
(3) Assessor’s book, page, and parcel number.
(4) The list which includes the site, identification number, and date of list.
Before accepting as complete an application for any development project, the City shall consult lists compiled by the Secretary for Environmental Protection of the California EPA pursuant to Government Code section 65962.5 listing hazardous waste sites and other specified sites located in the City’s boundaries. When acting as Lead Agency, the City shall notify an applicant for a development project if the project site is located on such a list and not already identified. In the Notice of Intent to Adopt a Negative Declaration or Mitigated Negative Declaration (see Guidelines Section 6)d) or the Notice of Preparation of DEIR (see Guidelines Section 7)e)) the City shall specify the California EPA list, if any, which includes the project site, and shall provide the information contained in the applicant’s statement. (Reference: Gov. Code, § 65962.5.)
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f) RESPONSIBLE AGENCY PRINCIPLE
When a project is to be carried out or approved by more than one public agency, all public agencies other than the Lead Agency which have discretionary approval power over the project shall be identified as Responsible Agencies.
(Reference: State CEQA Guidelines, § 15381.)
g) DUTIES OF A RESPONSIBLE AGENCY
When it is identified as a Responsible Agency, the City shall consider the environmental documents prepared or caused to be prepared by the Lead Agency and reach its own conclusions on whether and how to approve the project involved. The City shall also both respond to consultation and attend meetings as requested by the Lead Agency to assist the Lead Agency in preparing adequate environmental documents. The City should also review and comment on DEIRs and Negative Declarations. Comments shall be limited to those project activities which are within the City’s area of expertise or are required to be carried out or approved by the City or are subject to the City’s powers.
As a Responsible Agency, the City may identify significant environmental effects of a project for which mitigation is necessary. As a Responsible Agency, the City may submit to the Lead Agency proposed mitigation measures which would address those significant environmental effects. If mitigation measures are required, the City should submit to the Lead Agency complete and detailed performance objectives for such mitigation measures which would address the significant environmental effects identified, or refer the Lead Agency to appropriate, readily available guidelines or reference documents. Any mitigation measures submitted to the Lead Agency by the City, when acting as a Responsible Agency, shall be limited to measures which mitigate impacts to resources that are within the City’s authority. For private projects, the City, as a Responsible Agency, may require the project proponent to provide such information as may be required and to reimburse the City for all costs incurred by it in reporting to the Lead Agency. (Reference: State CEQA Guidelines, § 15096.)
h) RESPONSE TO NOTICE OF PREPARATION BY RESPONSIBLE AGENCIES Within thirty (30) days of receipt of a Notice of Preparation of an EIR, the City, as a Responsible Agency, shall specify to the Lead Agency the scope and content of the environmental information related to the City’s area of statutory responsibility in connection with the proposed project. At a minimum, the response shall identify the significant environmental issues and possible alternatives and mitigation which the City, as a Responsible Agency, will need to have explored in the DEIR. Such information shall be specified in writing, shall be as specific as possible, and shall be communicated to the Lead Agency, by certified mail, email, or any other method of transmittal which provides it with a record that the notice was received, not later than thirty (30) days after receipt of the notice of the Lead Agency’s determination. The Lead Agency shall incorporate this information into the EIR.
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2025 City of Lake Forest Guidelines 2-5 ©Best Best & Krieger LLP (Reference: Pub. Resources Code, § 21080.4; State CEQA Guidelines, § 15103.) i) USE OF FINAL EIR OR NEGATIVE DECLARATION BY RESPONSIBLE AGENCIES The City, as a Responsible Agency, shall consider the Lead Agency’s Final EIR or Negative Declaration before acting upon or approving a proposed project. As a Responsible Agency, the City must independently review and consider the adequacy of the Lead Agency’s environmental documents prior to approving any portion of the proposed project. In certain instances the City, in its role as a Responsible Agency, may require that a Subsequent EIR or a Supplemental EIR be prepared to fully address those aspects of the project over which the City has approval authority. Mitigation measures and alternatives deemed feasible and relevant to the City’s role in carrying out the project shall be adopted. Findings which are relevant to the City’s role as a Responsible Agency shall be made. After the City decides to approve or carry out part of a project for which an EIR or negative declaration has previously been prepared by the Lead Agency, the City, as Responsible Agency, should file a Notice of Determination with the County Clerk within five (5) days of approval, but need not state that the Lead Agency’s EIR or Negative Declaration complies with CEQA. The City, as Responsible Agency should state that it considered the EIR or Negative Declaration as prepared by a Lead Agency. (Reference: State CEQA Guidelines, § 15096.)
j) SHIFT IN LEAD AGENCY RESPONSIBILITIES
The City, as a Responsible Agency, shall assume the role of the Lead Agency if any one of the following three conditions is met:
(1) The Lead Agency did not prepare any environmental documents for the project, and the statute of limitations has expired for a challenge to the action of the appropriate Lead Agency.
(2) The Lead Agency prepared environmental documents for the project, and all of the following conditions occur:
(i) A Subsequent or Supplemental EIR is required;
(ii) The Lead Agency has granted a final approval for the project; and (iii) The statute of limitations has expired for a challenge to the action of the appropriate Lead Agency.
(3) The Lead Agency prepared inadequate environmental documents without providing public notice of a Negative Declaration or sending Notice of Preparation of an EIR to Responsible Agencies and the statute of limitations has expired for a challenge to the action of the appropriate Lead Agency.
(Reference: State CEQA Guidelines, § 15052.)
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2025 City of Lake Forest Guidelines 2-6 ©Best Best & Krieger LLP k) PRELIMINARY REVIEW FOR COMPLETENESS
The Director shall determine whether an application for a permit or other entitlement for use is complete and shall notify the applicant in writing within thirty (30) days from the receipt of the application. If the application is incomplete, the notice shall list and thoroughly describe the specific information required to complete the application. If no written determination of the completeness of the application is made within the thirty (30) day period, the application will be deemed complete on the thirtieth (30th) day. Upon resubmittal of the application, a new thirty (30) day period shall begin.
If the application and materials are determined to be incomplete, within fifteen (15) days of the date of the notice, the applicant may appeal the decision in writing to the Planning Commission. The Planning Commission shall issue a written determination within forty-five (45) days after receipt of the written appeal. The determination of the Planning Commission shall be final.
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2025 City of Lake Forest Guidelines 3-1 ©Best Best & Krieger LLP 3) ACTIVITIES EXEMPT FROM CEQA
a) ACTIONS SUBJECT TO CEQA
The requirements of CEQA apply to all discretionary projects which may have a significant effect on the environment. In particular, CEQA applies to discretionary private projects that are carried out, approved, or financed by a public agency. Possible exemptions from CEQA include the following:
(1) The activity is not a project;
(2) The project is statutorily exempt pursuant to Article 18 of the State CEQA Guidelines;
(3) The project is categorically exempt pursuant to Article 19 of the State CEQA Guidelines;
(4) It can be established with certainty that there is no possibility that the activity may have a significant effect on the environment; or
(5) The project will be rejected or disapproved by the City.
(Reference: State CEQA Guidelines, § 15061(b).)
b) ACTIONS NOT SUBJECT TO CEQA
If the proposed activity does not come within the definition of “project” contained in Guidelines Section 11.49, it is not subject to CEQA review.
The term “project”, as defined by CEQA, does not include:
(1) Proposals for legislation to be enacted by the State Legislature; (2) Continuing administrative or maintenance activities, such as purchases for supplies, personnel-related actions, and general policy and procedure making; (3) The submittal of proposals to a vote of the people in response to a petition drive initiated by voters, or the enactment of a qualified voter-sponsored initiative under California Constitution Art. II, Section 11(a) and Election Code section 9214;
(4) The creation of government funding mechanisms or other government fiscal activities that do not involve any commitment to any specific project which may have a potentially significant physical impact on the environment. Government funding mechanisms may include, but are not limited to, assessment districts and community facilities districts;
(5) Organizational or administrative activities of governments that will not result in direct or indirect physical changes in the environment; and (6) Activities that do not result in a direct or reasonably foreseeable indirect physical change in the environment.
(Reference: State CEQA Guidelines, § 15378.)
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2025 City of Lake Forest Guidelines 3-2 ©Best Best & Krieger LLP c) MINISTERIAL ACTIONS
Ministerial actions are not subject to CEQA review. A ministerial action is one that is approved or denied by a decision which a public official or a public agency makes that involves only the use of fixed standards or objective measurements without personal judgment or discretion.
Ministerial actions are not subject to the requirements of CEQA and no environmental documents are required. The following is a non-exclusive list of actions which the City Council has determined to be ministerial in nature:
(i) Approval of final subdivision and parcel maps;
(ii) Approval of individual utility service connections and disconnections; (iii) Issuance of health regulatory licenses;
(iv) Issuance of permits to install individual sewage disposal systems; and (v) The issuance of a building permit shall be deemed a ministerial act if the Development Services and Building Departments exercise no discretion in the issuance of the building permit. If the permit involves both discretionary and ministerial actions, the permit shall not be deemed a ministerial act. (vi) Until January 1, 2024, approval of an application to install an emergency standby generator to serve a macro cell tower where conditions set forth in Government Code section 65850.75 are met.
When a project involves an approval that contains elements of both a ministerial and discretionary nature, the project will be deemed to be discretionary and subject to the requirements of CEQA.
(Reference: Pub. Resources Code, § 21080(b)(1); State CEQA Guidelines, § 15369.) d) EXEMPTIONS IN GENERAL
CEQA and the State CEQA Guidelines exempt certain activities and provide that local agencies should further identify and describe certain exemptions. The requirements of CEQA and the obligation to prepare an EIR, Negative Declaration or Mitigated Negative Declaration do not apply to the exempt activities which are set forth in CEQA, the State CEQA Guidelines and this Chapter.
If it is determined that a project is exempt, then, after approval of the project, the Director may cause a Notice of Exemption to be filed in the form and manner required by the State CEQA Guidelines. (See Form “A,” “Preliminary Exemption Assessment;” Form “B,” “Notice of Exemption.”) The notice may be filed with the County Clerk of the County of Orange. (Reference: State CEQA Guidelines, §§ 15260 – 15332.)
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2025 City of Lake Forest Guidelines 3-3 ©Best Best & Krieger LLP e) NOTICE OF EXEMPTION
After City approval of an exempt project, a “Notice of Exemption” (Form “A”) may be filed by the Director, or his or her designee, with the County Clerk. The Notice of Exemption must be filed electronically with the County Clerk if that option is offered by the County Clerk.
When the Lead Agency files a Notice of Exemption with the County Clerk, it must also file the Notice of Exemption with the State Clearinghouse via the Office of Land Use and Climate Innovation’s CEQASubmit portal at https://ceqasubmit.lci.ca.gov/, link effective as of April 8, 2025. After filing, the City must additionally post the Notice of Exemption on the City’s website.
The City is generally not required to file a Notice of Exemption after approving a project that it finds exempt from CEQA, though there are circumstances where a Notice of Exemption must be filed. Please see Local Guidelines Section 3.bb for certain circumstances in which the Lead Agency is required to file a Notice of Exemption.
The filing of a Notice of Exemption, when appropriate, is recommended for City actions because it shortens the statute of limitations to challenge the City’s exemption determination under CEQA from 180 days to 35 days. The County Clerk must post the Notice within twenty-four (24) hours of receipt, and the Notice must remain posted for thirty (30) days. The 30 day posting requirement excludes the first day of posting and includes the last day of posting. On the 30th day, the Notice of Exemption must be posted for the entire day. Although no California Department of Fish and Wildlife (“DFW”) filing fee is applicable to exempt projects, most counties customarily charge a documentary handling fee to pay for record keeping on behalf of the DFW. Refer to the Index in the County Clerk Memo to determine if such a fee will be required for the project.
The Notice of Exemption must, among other things, identify the person undertaking the project, including any person undertaking an activity that receives financial assistance from the City as part of the project or the person receiving a lease, permit, license, certificate, or other entitlement of use from the City as part of the project.
The Notice of Exemption may be filed by the project applicant, rather than the City as Lead Agency, in certain circumstances. Specifically, the City may direct the project applicant to file the Notice of Exemption where the activity that the City has determined is exempt from CEQA either:
a) is undertaken by a person (not a public agency) which is supported, in whole or in part, through contracts, grants, subsidies, loans, or other forms of assistance from one or more public agencies; or
b) involves the issuance to a person (not a public agency) of a lease, permit, license, certificate, or other entitlement for use by one or more public agencies. (See Public Resources Code §§ 21065 (b), (c), 21152.) Where the Notice of Exemption is filed by a project applicant rather than the City as Lead Agency, the applicant must attach a Certificate of Determination to the Notice of Exemption to be filed. The Certificate of Determination may be in the form of a certified copy of an existing document or record of the City. Alternatively, the City may prepare a Certificate of Determination (see Form “B”) stating that the activity is exempt from CEQA, and the City may provide the Certificate of Determination to the applicant. The applicant must attach the Certificate of Determination to the Notice of Exemption to be filed.
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2025 City of Lake Forest Guidelines 3-4 ©Best Best & Krieger LLP (Reference: Pub. Resources Code, § 21152; State CEQA Guidelines, § 15062.) f) DISAPPROVED PROJECTS
CEQA does not apply to projects which the City rejects or disapproves. Even if a project for which an EIR, Negative Declaration, or Mitigated Negative Declaration has been prepared is ultimately disapproved, the project applicant shall not be relieved of its obligation to pay the costs incurred to prepare the EIR, Negative Declaration, or Mitigated Negative Declaration for the project.
(Reference: State CEQA Guidelines, §§ 15061(b)(4), 15270.) g) PROJECTS WITH NO POSSIBILITY OF SIGNIFICANT EFFECT
Where it can be seen with absolute certainty that there is no possibility that the activity in question may have a significant effect on the environment, the activity is exempt from CEQA. (Reference: State CEQA Guidelines, § 15061(b)(3).)
h) EMERGENCY PROJECTS
The following types of emergency projects are exempt (the term “emergency” is defined in Local Guidelines Section 11.21):
(a) Work in a disaster-stricken area in which a state of emergency has been proclaimed by the Governor pursuant to Section 8550 of the Government Code. This includes projects that will remove, destroy, or significantly alter a historical resource when that resource represents an imminent threat to the public of bodily harm or of damage to adjacent property or when the project has received a determination by the State Office of Historic Preservation pursuant to Section 5028(b) of the Public Resources Code; (b) Emergency repairs to publicly or privately owned service facilities necessary to maintain service essential to the public health, safety or welfare; emergency repairs include those that require a reasonable amount of planning to address an anticipated emergency; (c) Projects necessary to prevent or mitigate an emergency. This does not include long-term projects undertaken for the purpose of preventing or mitigating a situation that has a low probability of occurrence in the short-term, but this exclusion does not apply (i) if the anticipated period of time to conduct an environmental review of such a long-term project would create a risk to public health, safety or welfare, or (ii) if activities (such as fire or catastrophic risk mitigation or modifications to improve facility integrity) are proposed for existing facilities in response to an emergency at a similar existing facility; (d) Projects undertaken, carried out, or approved by a public agency to maintain, repair, or restore an existing highway damaged by fire, flood, storm, earthquake, land subsidence, gradual earth movement, or landslide, provided that the project is within the existing right of way of that highway and is initiated within one year of the damage occurring. Highway shall have the same meaning as defined in Section 360 of the Vehicle Code. This exemption does not apply to highways designated as official state scenic highways, nor to any project undertaken, carried out, or approved by a public agency to expand or widen a Item: 7
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(e) Seismic work on highways and bridges pursuant to Streets and Highways Code section 180.2.
(Reference: State CEQA Guidelines, § 15269.)
i) FEASIBILITY AND PLANNING STUDIES
A project that involves only feasibility or planning studies for possible future actions which the City has not yet approved, adopted, or funded is exempt from CEQA. (Reference: State CEQA Guidelines, § 15262.)
j) RATES, TOLLS, FARES, AND CHARGES
The establishment, modification, structuring, restructuring or approval of rates, tolls, fares or other charges by the City that the City finds are for one or more of the purposes listed below are exempt from CEQA.
(a) Meeting operating expenses, including employee wage rates and fringe benefits; (b) Purchasing or leasing supplies, equipment or materials; (c) Meeting financial reserve needs and requirements; or (d) Obtaining funds for capital projects necessary to maintain service within existing service areas.
When the City determines that one of the aforementioned activities pertaining to rates, tolls, fares or charges is exempt from the requirements of CEQA, it shall incorporate written findings setting forth the specific basis for the claim of exemption in the record of any proceeding in which such an exemption is claimed.
(Reference: State CEQA Guidelines, § 15273.)
k) SPECIFIC STATUTORY EXEMPTIONS
CEQA and the State CEQA Guidelines exempt many other specific activities, including early activities related to thermal power plants, ongoing projects, transportation improvement programs, family day care homes, congestion management programs, railroad grade separation projects, restriping of streets or highways to relieve traffic congestion, restriping of streets in urbanized areas for bicycle lanes, adoption of bicycle transportation plans for urban areas, hazardous or volatile liquid pipelines and the installation of solar energy systems, including, but not limited to solar panels. Specific statutory exemptions are listed in the Public Resources Code, including Sections 21080 through 21080.33, and in the State CEQA Guidelines, including Sections 15260 through 15285. In addition, other titles of the California Codes provide statutory exemptions from CEQA, including, for example, Government Code section 12012.70.
Prior to determining that a bicycle transportation plan for an urban area is exempt, the lead agency must hold noticed public hearings in areas affected by the bicycle transportation plan to Item: 7
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2025 City of Lake Forest Guidelines 3-6 ©Best Best & Krieger LLP hear and respond to public comments. Publication of the notice must comply with Government Code section 6061 and be in a newspaper of general circulation in the area affected by the proposed project. The lead agency must also prepare an assessment of any traffic and safety impacts of the project and include measures in the bicycle transportation plan to mitigate potential vehicular traffic impacts and bicycle and pedestrian safety impacts. See Public Resources Code sections 21080.20 and 21080.20.5.
l) BALLOT MEASURES
The definition of project in the State CEQA Guidelines specifically excludes the submittal of proposals to a vote of the people of the state or of a particular community. This exemption does not apply to the public agency who sponsors the initiative. When a governing body makes a decision to put a measure on the ballot, that decision may be discretionary and therefore subject to CEQA. In contrast, the enactment of a qualified voter-sponsored initiative under California Constitution Art. II, Section 11(a) and Election Code section 9214 is not a project and therefore is not subject to CEQA review. (See Local Guidelines Section 3)b).) (Reference: State CEQA Guidelines, § 15378(b)(3).)
m) TRANSIT PRIORITY PROJECT
Exemption: Transit Priority Projects that are consistent with the general use designation, density, building intensity, and applicable policies specified for the project area in either a Sustainable Community Strategy or an alternative planning strategy may be exempt from CEQA.
To qualify for the exemption, the decision-making body must hold a hearing and make findings that the project meets all of Public Resources Code section 21155.1’s environmental, housing, and public safety conditions and requirements.
Streamlined Review : A Transit Priority Project that has incorporated all feasible mitigation measures, performance standards or criteria set forth in a prior environmental impact report, may be eligible for streamlined environmental review. For a complete description of the requirements for this streamlined review see Public Resources Code section 21155.2. Similarly, the environmental review for a residential or mixed use residential project may limit, or entirely omit, its discussion of growth-inducing impacts or impacts from traffic on global warming under certain limited circumstances. Note, however, that impacts from other sources of greenhouse gas emissions would still need to be analyzed. For complete requirements see Public Resources Code section 21159.28.
Note that neither the exemption nor the streamlined review will apply until: (1) the applicable Metropolitan Planning Organization prepares and adopts a Sustainable Communities Strategy or alternative planning strategy for the region; and (2) the California Air Resources Board has accepted the Metropolitan Planning Organization’s determination that the Sustainable Communities Strategy or the alternative planning strategy would, if implemented, achieve the greenhouse gas emission reduction targets adopted for the region. (Reference: Pub. Resources Code, §§ 21155.1, 21151.2, 21159.28.) Item: 7
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2025 City of Lake Forest Guidelines 3-7 ©Best Best & Krieger LLP n) CERTAIN INFILL PROJECTS
(a) (1) If an environmental impact report was certified for a planning level decision of the City, the application of CEQA to the approval of an infill project shall be limited to the effects on the environment that (A) are specific to the project or to the project site and were not addressed as significant effects in the prior environmental impact report or (B) substantial new information shows the effects will be more significant than described in the prior environmental impact report.
The attached Form “S” shall be used for this determination. A lead agency’s determination pursuant to this section shall be supported by substantial evidence. (2) An effect of a project upon the environment shall not be considered a specific effect of the project or a significant effect that was not considered significant in a prior environmental impact report, or an effect that is more significant than was described in the prior environmental impact report if uniformly applicable development policies or standards adopted by the city, county, or the lead agency, would apply to the project and the lead agency makes a finding, based upon substantial evidence, that the development policies or standards will substantially mitigate that effect.
(b) If an infill project would result in significant effects that are specific to the project or the project site, or if the significant effects of the infill project were not addressed in the prior environmental impact report, or are more significant than the effects addressed in the prior environmental impact report, and if a mitigated negative declaration or a sustainable communities environmental assessment could not be otherwise adopted, an environmental impact report prepared for the project analyzing those effects shall be limited as follows:
(1) Alternative locations, densities, and building intensities to the project need not be considered.
(2) Growth inducing impacts of the project need not be considered. (c) This section applies to an infill project that satisfies both of the following:
(1) The project satisfies any of the following:
(A) Is consistent with the general use designation, density, building intensity, and applicable policies specified for the project area in either a sustainable communities strategy or an alternative planning strategy for which the State Air Resources Board, pursuant to subparagraph (H) of paragraph (2) of subdivision (b) of Section 65080 of the Government Code, has accepted a metropolitan planning organization’s determination that the sustainable communities strategy or the alternative planning strategy would, if implemented, achieve the greenhouse gas emission reduction targets. (B) Consists of a small walkable community project located in an area designated by a city for that purpose.
(C) Is located within the boundaries of a metropolitan planning organization that has not yet adopted a sustainable communities strategy or alternative planning strategy, Item: 7
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(2) Satisfies all applicable statewide performance standards contained in the guidelines adopted pursuant to Public Resources Code section 21094.5.5 (Form “R”). (d) This section applies after the Secretary of the Natural Resources Agency adopts and certifies the guidelines establishing statewide standards pursuant to Public Resources Code section 21094.5.5.
(e) For the purposes of this section, the following terms mean the following:
(1) “Infill project” means a project that meets the following conditions:
(A) Consists of any one, or combination, of the following uses:
(i) Residential.
(ii) Retail or commercial, where no more than one-half of the project area is used for parking.
(iii) A transit station.
(iv) A school.
(v) A public office building.
(B) Is located within an urban area on a site that has been previously developed, or on a vacant site where at least 75 percent of the perimeter of the site adjoins, or is separated only by an improved public right-of-way from, parcels that are developed with qualified urban uses.
(2) “Planning level decision” means the enactment or amendment of a general plan, community plan, specific plan, or zoning code.
(3) “Prior environmental impact report” means the environmental impact report certified for a planning level decision, as supplemented by any subsequent or supplemental environmental impact reports, negative declarations, or addenda to those documents. (4) “Small walkable community project” means a project that is in an incorporated city, which is not within the boundary of a metropolitan planning organization and that satisfies the following requirements:
(A) Has a project area of approximately one-quarter mile diameter of contiguous land completely within the existing incorporated boundaries of the city. (B) Has a project area that includes a residential area adjacent to a retail downtown area.
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2025 City of Lake Forest Guidelines 3-9 ©Best Best & Krieger LLP (C) The project has a density of at least eight dwelling units per acre or a floor area ratio for retail or commercial use of not less than 0.50. (5) “Urban area” includes either an incorporated city or an unincorporated area that is completely surrounded by one or more incorporated cities that meets both of the following criteria:
(A) The population of the unincorporated area and the population of the surrounding incorporated cities equal a population of 100,000 or more. (B) The population density of the unincorporated area is equal to, or greater than, the population density of the surrounding cities.
(Reference: Pub. Resources Code, § 21094.5.)
o) EXEMPTION FOR RESIDENTIAL OR MIXED-USE HOUSING PROJECTS CEQA does not apply to residential or mixed-used housing projects, located in unincorporated areas of a county, that meet the requirements set forth below. For purposes of this section, “residential or mixed-use housing project” means a project consisting of multifamily residential uses only or a mix of multifamily residential and nonresidential uses, with at least two-thirds of the square footage of the development designated for residential use.
This exemption shall apply to a residential or mixed-use housing project if all of the following conditions are met:
(1) The project is consistent with the applicable general plan designation and all applicable general plan policies as well as with the applicable zoning designation and regulations. (2) (A)The public agency approving or carrying out the project determines, based upon substantial evidence, that the density of the residential portion of the project is not less than the greater of the following:
a. The average density of the residential properties that adjoin, or are separated only by an improved public right-of-way from, the perimeter of the project site, if any.
b. The average density of the residential properties within 1,500 feet of the project site.
c. Six dwelling units per acre.
(B) The residential portion of the project is a multifamily housing development that contains six or more residential units.
(3) The proposed development occurs within an unincorporated area of a county on a project site of no more than five acres substantially surrounded by qualified urban uses. “Substantially surrounded” means (1) at least 75 percent of the perimeter of the project Item: 7
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2025 City of Lake Forest Guidelines 3-10 ©Best Best & Krieger LLP site adjoins, or is separated only by an improved public right-of-way from, parcels that are developed with qualified urban uses; and (2) the remainder of the perimeter of the site adjoins, or is separated only by an improved public right-of-way from, parcels that have been designated for qualified urban uses in a zoning, community plan, or general plan for which an environmental impact report was certified. (4) The project site has no value as habitat for endangered, rare, or threatened species. (5) Approval of the project would not result in any significant effects relating to transportation, noise, air quality, greenhouse gas emissions, or water quality. (6) The site can be adequately served by all required utilities and public services. (7) The project is located on a site that is a legal parcel or parcels wholly within the boundaries of an urbanized area or urban cluster, as designated by the United States Census Bureau.
The exemption does not apply to the project if any of the following conditions exist: (1) the cumulative impact of successive projects of the same type in the same place over time is significant; (2) there is a reasonable possibility that the project will have a significant effect on the environment due to unusual circumstances; (3) the project may result in damage to scenic resources, including, but not limited to, trees, historic buildings, rock outcroppings, or similar resources, within a highway officially designated as a state scenic highway; (4) the project is located on a site which is included on any list compiled pursuant to Section 65962.5 of the Government Code; (5) the project may cause a substantial adverse change in the significance of a historical resource; or (6) the project may cause a substantial adverse impact to tribal cultural resources.
If the lead agency determines that a project is not subject to this division pursuant to this section and it determines to approve or carry out the project, the lead agency shall file a notice of exemption with the Office of Land Use and Climate Innovation and with the county clerk in the county in which the project will be located.
This section shall remain in effect only until January 1, 2032, and as of that date is repealed. (Reference: Pub. Resources Code, § 21159.25.)
p) EXEMPTION FOR INFILL PROJECTS IN TRANSIT PRIORITY AREAS A residential or mixed use project, or a project with a floor area ratio of at least 0.75 on commercially-zoned property, including any required subdivision or zoning approvals, is exempt from CEQA if the project is located within a transit priority area as defined in Section 11.64 below, is consistent with an applicable specific plan for which an EIR was certified, and is also consistent with the general use designation, density, building intensity, and applicable policies specified for the project area in either a sustainable communities strategy or an alternative planning strategy for which the State Air Resources Board has accepted the determination that the sustainable communities strategy or the alternative planning strategy would achieve the applicable greenhouse Item: 7
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q) TRANSFER OF LAND FOR THE PRESERVATION OF NATURAL CONDITIONS CEQA does not apply to the acquisition, sale, or other transfer of interest in land by the City for the purpose of fulfilling any of the following purposes: (1) preservation of natural conditions existing at the time of transfer, including plant and animal habitats, (2) restoration of natural conditions, including plant and animal habitats, (3) continuing agricultural use of the land; (4) prevention of encroachment of development into flood plains; (5) preservation of historical resources; or (6) preservation of open space or lands for park purposes. CEQA similarly does not apply to the granting or acceptance of funding by the City for the foregoing purposes.
The foregoing applies even if physical changes to the environment or changes in the use of the land are a reasonably foreseeable consequence of the acquisition, sale, or other transfer of the interests in land, or of the granting or acceptance of funding, provided that environmental review otherwise required by CEQA occurs before any project approval that would authorize physical changes being made to that land.
The City must file a Notice of Exemption with the State Clearinghouse and the County Clerk should it find a project exempt under this provision. (Reference: Pub. Resources Code, § 21080.28.)
r) TRANSIT PRIORITIZATION PROJECTS.
CEQA exempts the following projects when (i) the project is carried out by a local agency that is the lead agency for the project; (ii) the project does not induce single-occupancy vehicle trips, add additional highway lanes, widen highways, or add physical infrastructure or striping to highways except for minor modifications needed for efficient and safe movement of transit vehicles, bicycles, or high-occupancy vehicles, such as extended merging lanes, shoulder improvements, or improvements to the roadway within the existing right of way; (iii) the project does not include the addition of any auxiliary lanes; and (iv) the construction of the project shall not require the demolition of affordable housing units:
(1) Pedestrian and bicycle facilities—including bicycle parking, bicycle sharing facilities, and bikeways as defined in Section 890.4 of the Streets and Highways Code—that improve safety, access, or mobility, including new facilities, within the public right-of-way;
(2) Projects that improve customer information and wayfinding for transit riders, bicyclists, or pedestrians within the public right-of-way; (3) Transit prioritization projects, which are defined to mean any of the following transit project types on highways or in the public right-of-way:
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(b) The installation of wayside technology and onboard technology; (c) The installation of ramp meters;
(d) The conversion to dedicated transit lanes, including transit queue jump or bypass lanes, shared turning lanes and turn restrictions, the narrowing of lanes to allow for dedicated transit lanes or transit reliability improvements, or the widening of existing transit travel lanes by removing or restricting street parking; and
(e) Transit stop access and safety improvements, including, but not limited to, the installation of transit bulbs and the installation of transit boarding islands.
(4) A project for the designation and conversion of general purpose lanes to high- occupancy vehicle lanes or bus-only lanes, or highway shoulders to part-time transit lanes, for use either during peak congestion hours or all day on highways with existing public transit service or where a public transit agency will be implementing public transit service as identified in a short range transit plan. (5) A project for the institution or increase of bus rapid transit, bus, or light rail service, including the construction or rehabilitation of stations, terminals, or existing operations facilities, which will be exclusively used by zero-emission, near-zero emission, low oxide of nitrogen engine, compressed natural gas fuel, fuel cell, or hybrid powertrain buses or light rail vehicles, on existing public rights-of-way or existing highway rights-of-way, whether or not the right-of-way is in use for public mass transit. The project shall be located on a site that is wholly within the boundaries of an urbanized area or urban cluster, as designated by the United States Census Bureau.
(6) A public project for the institution or increase of passenger rail service, other than light rail service eligible under paragraph (5), including the construction or rehabilitation of stations, terminals, or existing operations facilities, which will be exclusively used by zero-emission trains. The project shall be located entirely within an existing rail right-of-way or existing highway right-of-way, whether or not the right-of-way is in use for passenger rail transit.
(7) A project to construct or maintain infrastructure to charge or refuel zero-emission transit buses, provided the project is carried out by a public transit agency that is subject to, and in compliance with, the State Air Resources Board's Innovative Clean Transit regulations (Article 4.3 (commencing with Section 2023) of Chapter 1 of Division 3 of Title 13 of the California Code of Regulations) and the project is Item: 7
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A lead agency applying an exemption pursuant to this paragraph for hydrogen refueling infrastructure or facilities necessary to refuel or maintain zero-emission public transit buses, trains, or ferries shall hold a noticed public hearing and give notice of the meeting consistent with Public Resources Code section 21080.25(b)(6)(B).
(8) The maintenance, repair, relocation, replacement, or removal of any utility infrastructure associated with a project identified in paragraphs (1) to (6), inclusive. (9) A project that consists exclusively of a combination of any of the components of a project identified in paragraphs (1) to (7), inclusive. (10) A planning decision carried out by a local agency to reduce or eliminate minimum parking requirements or institute parking maximums, remove or restrict parking, or implement transportation demand management requirements or programs.
Additional conditions apply to a project otherwise exempt under this section if the project exceeds fifty million dollars ($50,000,000), as set forth in Public Resources Code section 21080.25(d)-(e).
Moreover, a project exempt under this section may be subject to certain labor requirements, including that the project be completed by a skilled and trained workforce, as set forth in Public Resources Code section 21080.25(f).
If the City determines that a project is not subject to CEQA pursuant to this section and approves that project, the City must file a Notice of Exemption with both the Office of Land Use and Climate Innovation and the County Clerk of the county in which the project is located.
This exemption shall remain in effect only until January 1, 2030, and as of that date it will be repealed.
(Reference: Pub. Resources Code, § 21080.25.)
s) TRANSPORTATION PLANS, PEDESTRIAN PLANS, AND BICYCLE TRANSPORTATION PLANS.
CEQA does not apply to an active transportation plan, a pedestrian plan, or a bicycle transportation plan for restriping of streets and highways, bicycle parking and storage, signal timing to improve street and highway intersection operations, and the related signage for bicycles, pedestrians, and vehicles. An active transportation plan or pedestrian plan is encouraged to include the consideration of environmental factors, but that consideration does not inhibit or preclude the application of this section.
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2025 City of Lake Forest Guidelines 3-14 ©Best Best & Krieger LLP An individual project that is part of an active transportation plan or pedestrian plan remains subject to CEQA unless another exemption applies to that project.
Before determining that a project is exempt pursuant to this section, the Lead Agency must hold noticed public hearings in areas affected by the project to hear and respond to public comments. Publication of the notice must comply with Government Code section 6061 and be in a newspaper of general circulation in the area affected by the proposed project.
If the District determines that a project is not subject to CEQA pursuant to this section and approves that project, the District must file a Notice of Exemption with both the Office of Land Use and Climate Innovation and the County Clerk of the county in which the project is located.
For purposes of this section, the following definitions apply:
(1) “Active transportation plan” means a plan developed by a local jurisdiction that promotes and encourages people to choose walking, bicycling, or rolling through the creation of safe, comfortable, connected, and accessible walking, bicycling, or rolling networks, and encourages alternatives to single-occupancy vehicle trips.
(2) “Pedestrian plan” means a plan developed by a local jurisdiction that establishes a comprehensive, coordinated approach to improving pedestrian infrastructure and safety.
This exemption shall remain in effect only until January 1, 2030, and as of that date it will be repealed. (Reference: Pub. Resources Code, § 21080.20.)
t) WATER SYSTEM WELLS AND DOMESTIC WELL PROJECTS.
CEQA does not apply to the construction, maintenance, repair, or replacement of a well or a domestic well that meets all of the following conditions:
(1) The domestic well or water system to which the well is connected has been designated by the State Water Resources Control Board (“State Board”) as high risk or medium risk in the State Board’s drinking water needs assessment; (2) The well project is designed to mitigate or prevent a failure of the well or the domestic well that would leave residents that rely on the well, the water system to which the well is connected, or the domestic well without an adequate supply of safe drinking water;
(3) The lead agency determines all of the following:
(a) The well project is not designed primarily to serve irrigation or future growth.
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2025 City of Lake Forest Guidelines 3-15 ©Best Best & Krieger LLP (b) The well project does not affect wetlands or sensitive habitats. (c) Unusual circumstances do not exist that would cause the well project to have a significant effect on the environment.
(d) The well project is not located on a site that is included on any list compiled pursuant to Section 65962.5 of the Government Code.
(e) The well project does not have the potential to cause a substantial adverse change in the significance of a historical resource.
(f) The well project’s construction impacts are fully mitigated consistent with applicable law.
(g) The cumulative impact of successive reasonably anticipated projects of the same type as the well project, in the same place, over time, is not significant.
Before determining that a well project is exempt pursuant to this section, a lead agency must contact the State Board to determine whether claiming the exemption under this section will affect the ability of the well project to receive federal financial assistance or federally capitalized financial assistance.
A lead agency that determines that a well project is exempt under this section must file a notice of exemption with both LCI and the County Clerk. The notice of exemption must explain whether the project is additionally exempt from CEQA under Public Resources Code section 21080 (e.g., whether it is a ministerial project, an emergency repair necessary to maintain service, or an action necessary to prevent or mitigate an emergency), Public Resources Code section 21080.47 (see Section 3.23 of these Local Guidelines, below), or under the Class 1 (Existing Facilities) or Class 2 (Replacement or Reconstruction) categorical exemptions (see Section 3.28 of these Local Guidelines, below). If none of the exemptions referenced in this paragraph apply to a project that is otherwise exempt under this section, the notice of exemption must explain why the exemptions referenced in this paragraph do not apply to the project.
For purposes of this section, the following definitions apply:
A “well” is defined as a wellhead that provides drinking water to a “water system.” A “domestic well” is defined as a groundwater well used to supply water for the domestic needs of an individual residence or a water system that is not a public water system and that has no more than four service connections.
A “water system” is defined to mean a “public water system” as that term is defined in Health and Safety Code section 116275(h) (i.e., a system for the provision of water for human consumption through pipes or other constructed conveyances that has 15 or more service connections or regularly serves at least 25 individuals daily at least 60 days out of the year), a “state small water system” as that term is defined in Health and Safety Code section 116275(n) (i.e., a system for the provision of piped water to the public for human consumption that serves at least five, but not more than 14, service connections and does not regularly serve drinking water Item: 7
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(Pub. Resources Code, § 21080.31 [in effect until January 1, 2028].) u) ROUTINE MAINTENANCE OF STORMWATER FACILITIES
CEQA does not apply to routine maintenance of public stormwater facilities that are fully concrete or have a conveyance capacity of less than a 100-year storm event if all of the following conditions are met:
(1) The project does not increase the designed conveyance capacity of the stormwater facility.
(2) The project is undertaken or approved by a public agency that has adopted, by ordinance, procedures that apply to the project to minimize the impacts of construction equipment, debris, sediment, and other pollutants.
(3) The project is not likely to result in adverse impacts to tribal cultural resources.
Under this bill, if a nonelected decision making body of a city with a population of at least 1,000,000 determines that such a routine maintenance project is exempt from CEQA, that determination may not be appealed to the agency’s elected decision making body.
This section will remain in effect until January 1, 2030, and as of that date, is repealed. (Reference: Pub. Resources Code, § 21080.61.)
v) SMALL DISADVANTAGED COMMUNITY WATER SYSTEM AND STATE SMALL WATER SYSTEM.
CEQA does not apply to certain water infrastructure projects that primarily benefit a “small disadvantaged community water system” or a “state small water system,” as these terms are defined in Public Resources Code section 21080.47. If certain labor requirements and other conditions are met as set forth in Public Resources Code section 21080.47, the installation, repair, or construction of the following for the benefit of a small disadvantaged community water system or state small water system is exempt from CEQA:
(1) Drinking water groundwater wells with a maximum flow rate of up to 250 gallons per minute;
(2) Drinking water treatment facilities with a footprint of less than 2,500 square feet that are not located in an environmentally sensitive area;
(3) Drinking water storage tanks with a capacity of up to 250,000 gallons;
(4) Booster pumps and hydropneumatic tanks;
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2025 City of Lake Forest Guidelines 3-17 ©Best Best & Krieger LLP (5) Pipelines of less than one mile in length in a road right-of-way or up to seven miles in length in a road right-of-way when the project is required to address threatened or current drinking water violations;
(6) Water services lines; and
(7) Minor drinking water system appurtenances, including, but not limited to, system and service meters, fire hydrants, water quality sampling stations, valves, air releases and vacuum break valves, emergency generators, backflow prevention devices, and appurtenance enclosures.
(Reference: Pub. Resources Code, § 21080.47.)
w) CONSERVATION AND RESTORATION OF CALIFORNIA NATIVE FISH AND WILDLIFE.
(i) CEQA does not apply to a project that is exclusively one of the following (though a project may exclusively be one of the following even if it has incidental public benefits, such as public access or recreation) and meets the criteria set forth in subdivision (b) of this section:
(1) A project to conserve, restore, protect, or enhance, and assist in the recovery of California native fish and wildlife, and the habitat upon which they depend.
(2) A project to restore or provide habitat for California native fish and wildlife.
(ii) This section does not apply to a project unless the project does both of the following:
(1) Results in long-term net benefits to climate resiliency, biodiversity, and sensitive species recovery; and
(2) Includes procedures and ongoing management for the protection of the environment.
(iii) This section does not apply to a project that includes construction activities, except for construction activities solely related to habitat restoration.
(iv) The lead agency shall obtain the concurrence of the Director of Fish and Wildlife for the determinations required pursuant to subdivisions (a) through (c) above.
(v) Within 48 hours of making a determination that a project is exempt pursuant to this section, the lead agency shall file a Notice of Exemption with the Office of Land Use and Climate Innovation, and the Department of Fish and Item: 7
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2025 City of Lake Forest Guidelines 3-18 ©Best Best & Krieger LLP Wildlife must post the concurrence of the Director of Fish and Wildlife on the department’s website.
This exemption is in effect until January 1, 2025. (Pub. Resources Code, § 21080.56.) x) LINEAR BROADBAND DEPLOYMENT IN A RIGHT-OF-WAY.
(i) CEQA does not apply to a project that consists of linear broadband deployment in a right-of-way if the project meets all of the following conditions:
(1) The project is located in an area identified by the Public Utilities Commission as a component of the statewide open-access middle- mile broadband network pursuant to Section 11549.54 of the Government Code.
(2) The project is constructed along, or within 30 feet of, the right-of- way of any public road or highway.
(3) The project is either deployed underground where the surface area is restored to a condition existing before the project or placed aerially along an existing utility pole right-of-way.
(4) The project incorporates, as a condition of project approval, measures developed by the Public Utilities Commission or the Department of Transportation to address potential environmental impacts. At a minimum, the project shall be required to include monitors during construction activities and measures to avoid or address impacts to cultural and biological resources.
(5) The project applicant agrees to comply with all conditions otherwise authorized by law, imposed by the planning department of a city or county as part of a local agency permit process, that are required to mitigate potential impacts of the proposed project, and to comply with the Keene-Nejedly California Wetlands Preservation Act (Chapter 7 (commencing with Section 5810) of Division 5), the California Endangered Species Act (Chapter 1.5 (commencing with Section 2050) of Division 3 of the Fish and Game Code), as applicable, other applicable state laws, and all applicable federal laws.
(ii) If a project meets all of the requirements of subdivision (i), the project applicant shall do all of the following:
(1) Notify, in writing, any affected public agency, including, but not limited to, any public agency having permit, land use,
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(2) File a Notice of Exemption.
(3) In the case of private rights-of-way over private property, receive from the underlying property owner permission for access to the property.
(4) Comply with all conditions authorized by law imposed by the planning department of a city or county as part of any local agency permit process, that are required to mitigate potential impacts of the proposed project, and otherwise comply with the Keene-Nejedly California Wetlands Preservation Act (Chapter 7 (commencing with Section 5810) of Division 5), the California Endangered Species Act (Chapter 1.5 (commencing with Section 2050) of Division 3 of the Fish and Game Code), as applicable, other applicable state laws, and all applicable federal laws.
(Reference: Pub. Resources Code, § 21080.51.)
y) NEEDLE AND SYRINGE EXCHANGE SERVICES.
The Legislature has authorized cities and counties meeting certain requirements to apply to the State Department of Public Health for authorization to provide hypodermic needle and syringe exchange services consistent with state standards in any location where the State Department of Public Health determines that the conditions exist for the rapid spread of human immunodeficiency virus (HIV), viral hepatitis, or any other potentially deadly or disabling infections that are spread through the sharing of used hypodermic needles and syringes. (Health and Safety Code, § 121349.) Needle and syringe exchange services application submissions, authorizations, and operations performed pursuant to Health and Safety Code section 121349 are exempt from review under CEQA. (Health and Safety Code, § 121349(h).) z) REPRODUCTIVE SERVICES COMMUNITY CLINIC
CEQA does not apply to the approval of an application of a community clinic providing reproductive health services if the application meets objective planning standards and is subject to the ministerial review process set forth in Government Code section 65914.900. The following objective planning standards must be satisfied for the development project to qualify for the ministerial approval:
(1) the development must be on a parcel that is within a zone where office, retail, health care, or parking are a principally permitted use;
(2) the development must be for a community clinic licensed pursuant to Section 1204 of the Health and Safety Code that provides reproductive health services as defined in subdivision (f) of Section 423.1 of the Penal Code;
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2025 City of Lake Forest Guidelines 3-20 ©Best Best & Krieger LLP (3) the development must comply with minimum construction standards of adequacy and safety for the physical plant of primary care clinics found in the Building Standards Code; (4) the development must meet all of the local agency’s objective design review standards; (5) the development must not require the demolition of a historic structure; (6) the development must not be located on a site described in paragraph (6) of subdivision (a) of Section 65913.4 of the Government Code;
(7) the project must not bet likely to result in adverse impacts to tribal cultural resources; and
(8) the development must not require the demolition of housing.
A local agency, within 60 calendar days of receiving an application pursuant to these provisions, must approve or deny the application subject to specified requirements, including that, among other things, if the local agency determines that the development is in conflict with any of the above-described standards, the local agency is required to provide the development proponent written documentation of which standard or standards the development conflicts with, as specified.
For more information about these requirements, consult Government Code section 65914.900.
aa) OTHER SPECIFIC EXEMPTIONS
CEQA and the State CEQA Guidelines exempt many other specific activities, including early activities related to thermal power plants, ongoing projects, transportation improvement programs, family day care homes, congestion management programs, railroad grade separation projects, restriping of streets or highways to relieve traffic congestion, hazardous or volatile liquid pipelines, and the installation of solar energy systems, including, but not limited to solar panels.
Specific statutory exemptions are listed in the Public Resources Code, including Sections 21080 through 21080.35, and in the State CEQA Guidelines, including Sections 15260 through 15285. bb) CATEGORICAL EXEMPTIONS
The State CEQA Guidelines establish certain classes of categorical exemptions. These apply to classes of projects which have been determined not to have a significant effect on the environment and which, therefore, are generally exempt from CEQA. Compliance with the requirements of CEQA or the preparation of environmental documents for any project which comes within one of these classes of categorical exemptions is not required. (Refer to the State CEQA Guidelines for the full description of each exemption is recommended.) The City Council hereby finds those classes of activities set forth in Sections 15301 through 15333 of the State CEQA Guidelines to be categorically exempt, unless they are subject to one of the following exceptions:
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2025 City of Lake Forest Guidelines 3-21 ©Best Best & Krieger LLP (1) Location. Classes 3, 4, 5, 6, and 11 of the categorical exemptions established by the State CEQA Guidelines are qualified by consideration of the location of the project. A project that is ordinarily insignificant in its impact on the environment may, in a particularly sensitive environment, be significant. Therefore, these exemptions are considered to apply to all projects except those that may result in an impact on an environmental resource of hazardous or critical concern which has been designated, precisely mapped, and officially adopted pursuant to law by federal, state, or local agencies.
(2) Cumulative Impact. All classes of categorical exemptions are qualified. These exemptions are inapplicable when the cumulative impact of successive projects of the same type in the same place over time is significant or when there is a reasonable possibility that the activity will have a significant effect on the environment due to unusual circumstances. For example, annual additions to an existing building that would normally be exempt under Class I of the State CEQA Guidelines might not be exempt if the cumulative impacts of these additions is, over time, significant.
(3) Significant Effect. A categorical exemption shall not be used for an activity where there is a reasonable possibility that the activity will have a significant effect on the environment due to unusual circumstances. (4) Scenic Highways. A categorical exemption shall not be used for a project which may result in damage to scenic resources, including, but not limited to, trees, historic buildings, rock outcroppings, or similar resources, within a highway officially designated as a state highway. This does not apply to improvements which are required as mitigation by an adopted negative declaration or certified EIR.
(5) Hazardous Waste Sites. A categorical exemption shall not be used for a project located on a site which is included on any list compiled pursuant to Section 65962.5 of the Government Code.
(6) Historical Resources. A categorical exemption shall not be used for a project which may cause a substantial adverse change in the significance of an historical resource.
However, a project’s greenhouse gas emissions do not, in and of themselves, cause an exemption to be inapplicable if the project otherwise complies with all applicable regulations or requirements adopted to implement statewide, regional, or local plans consistent with State CEQA Guidelines section 15183.5.
cc) PIPELINES WITHIN A PUBLIC RIGHT-OF-WAY AND LESS THAN ONE MILE IN LENGTH.
Projects that are for the installation of a new pipeline or the maintenance, repair, restoration, reconditioning, relocation, replacement, removal, or demolition of an existing pipeline and that are:
(1) in the public street or highway or any other public right-of-way; and (2) less than one mile in length
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“Pipeline” means facilities but does not include any surface facility related to the operation of the underground facility.
(Reference: Public Resources Code, § 21080.21.)
dd) PIPELINES LESS THAN EIGHT MILES IN LENGTH.
Projects that are for the inspection, maintenance, repair, restoration, reconditioning, relocation, replacement, or removal of an existing pipeline, or any valve, flange, meter, or other piece of equipment that is directly attached to the pipeline shall be exempt from CEQA requirements if all of the following conditions are met:
(1) The project is less than eight miles in length.
(2) Notwithstanding the project length, actual construction and excavation activities undertaken to achieve the maintenance, repair, restoration, reconditioning, relocation, replacement, or removal of an existing pipeline are not undertaken over a length of more than one-half mile at any one time.
(3) The project consists of a section of pipeline that is not less than eight miles from any section of pipeline that has been subject to an exemption pursuant to this section in the past 12 months.
(4) The project is not solely for the purpose of excavating soil that is contaminated by hazardous materials, and, to the extent not otherwise expressly required by law, the party undertaking the project immediately informs the lead agency of the discovery of contaminated soil.
(5) To the extent not otherwise expressly required by law, the person undertaking the project has, in advance of undertaking the project, prepared a plan that will result in notification of the appropriate agencies so that they may take action, if determined to be necessary, to provide for the emergency evacuation of members of the public who may be located in close proximity to the project. (6) Project activities are undertaken within an existing right-of-way and the right-of- way is restored to its condition prior to the project.
(7) The project applicant agrees to comply with all conditions otherwise authorized by law, imposed by the city or county planning department as part of any local agency permit process, that are required to mitigate potential impacts of the proposed project, and to otherwise comply with the Keene-Nejedly California Wetlands Preservation Act (Chapter 7 (commencing with Section 5810) of Division 5), the California Endangered Species Act (Chapter 1.5 (commencing with Section 2050) of Division 3 of the Fish and Game Code), and other applicable state laws, and with all applicable federal laws.
If a project meets all of the requirements for this exemption, the person undertaking the project shall do all of the following:
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2025 City of Lake Forest Guidelines 3-23 ©Best Best & Krieger LLP (1) Notify, in writing, any affected public agency, including, but not limited to, any public agency having permit, land use, environmental, public health protection, or emergency response authority of this exemption.
(2) Provide notice to the public in the affected area in a manner consistent with paragraph (3) of Public Resources Code section 21092(b). (3) In the case of private rights-of-way over private property, receive from the underlying property owner permission for access to the property. (4) Comply with all conditions otherwise authorized by law, imposed by the city or county planning department as part of any local agency permit process, that are required to mitigate potential impacts of the proposed project, and otherwise comply with the Keene-Nejedly California Wetlands Preservation Act (Chapter 7 (commencing with Section 5810) of Division 5), the California Endangered Species Act (Chapter 1.5 (commencing with Section 2050) of Division 3 of the Fish and Game Code), and other applicable state laws, and with all applicable federal laws.
This exemption does not apply to a project in which the diameter of the pipeline is increased or a project undertaken within the boundaries of an oil refinery.
For purposes of this exemption, the following definitions apply:
(1) “Pipeline” includes every intrastate pipeline used for the transportation of hazardous liquid substances or highly volatile liquid substances, including a common carrier pipeline, and all piping containing those substances located within a refined products bulk loading facility which is owned by a common carrier and is served by a pipeline of that common carrier, and the common carrier owns and serves by pipeline at least five such facilities in the state. “Pipeline” does not include the following:
a. An interstate pipeline subject to Part 195 of Title 49 of the Code of Federal Regulations.
b. A pipeline for the transportation of a hazardous liquid substance in a gaseous state.
c. A pipeline for the transportation of crude oil that operates by gravity or at a stress level of 20 percent or less of the specified minimum yield strength of the pipe.
d. Transportation of petroleum in onshore gathering lines located in rural areas. e. A pipeline for the transportation of a hazardous liquid substance offshore located upstream from the outlet flange of each facility on the Outer Continental Shelf where hydrocarbons are produced or where produced hydrocarbons are first separated, dehydrated, or otherwise processed, whichever facility is farther downstream.
f. Transportation of a hazardous liquid by a flow line. g. A pipeline for the transportation of a hazardous liquid substance through an onshore production, refining, or manufacturing facility, including a storage or in plant piping system associated with that facility.
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2025 City of Lake Forest Guidelines 3-24 ©Best Best & Krieger LLP h. Transportation of a hazardous liquid substance by vessel, aircraft, tank truck, tank car, or other vehicle or terminal facilities used exclusively to transfer hazardous liquids between those modes of transportation. (Reference: State CEQA Guidelines, § 15284.)
ee) CERTAIN RESIDENTIAL HOUSING PROJECTS
CEQA does not apply to the construction, conversion, or use of residential housing if the project meets all of the general requirements described in Section (i) below and satisfies the specific requirements for any one of the following three categories: (1) agricultural housing (Section (ii) below); (2) affordable housing projects in urbanized areas (Section (iii) below); or (3) affordable housing projects near major transit stops (Section (iv) below). i) General Requirements. The construction, conversion, or use of residential housing units affordable to low-income households located on an infill site in an urbanized area is exempt from CEQA if all of the following general requirements are satisfied:
(1) The project is consistent with:
(1) Any applicable general plan, specific plan, or local coastal program, including any mitigation measures required by
such plan or program, as that plan or program existed on the date that the application was deemed complete;
(2) Any applicable zoning ordinance, as that zoning ordinance existed on the date that the application was deemed
complete. However, the project may be inconsistent with zoning if the zoning is inconsistent with the general plan and the project site has not been rezoned to conform to the general plan;
(3) Community level environmental review has been adopted or certified;
(4) The project and other projects approved prior to the approval of the project can be adequately served by existing utilities, and the project applicant has paid, or has
committed to pay, all applicable in-lieu or development fees;
(5) The project site meets all of the following four criteria relating to biological resources:
(a) The project site does not contain wetlands;
(b) The project site does not have any value as a wildlife habitat;
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2025 City of Lake Forest Guidelines 3-25 ©Best Best & Krieger LLP (c) The project does not harm any species protected by
the federal Endangered Species Act of 1973, the
Native Plant Protection Act, or the California
Endangered Species Act; and
(d) The project does not cause the destruction or
removal of any species protected by a local
ordinance in effect at the time the application for the project was deemed complete;
(6) The site is not included on any list of facilities and sites compiled pursuant to Government Code section 65962.5;
(7) The project site is subject to a preliminary endangerment assessment prepared by a registered environmental assessor to determine the existence of any release of a hazardous substance on the site and to determine the potential for exposure of future occupants to significant health hazards from any nearby property or activity. In addition, the following steps must have been taken in response to the results of this assessment:
(a) If a release of a hazardous substance is found to
exist on the site, the release shall be removed or any
significant effects of the release shall be mitigated
to a level of insignificance in compliance with state
and federal requirements; or
(b) If a potential for exposure to significant hazards
from surrounding properties or activities is found to
exist, the effects of the potential exposure shall be
mitigated to a level of insignificance in compliance
with state and federal requirements;
(8) The project does not have a significant effect on historical resources pursuant to Section 21084.1 of the Public
Resources Code (See Local Guidelines Section 11.28);
(9) The project site is not subject to wildland fire hazard, as determined by the Department of Forestry and Fire
Protection; unless the applicable general plan or zoning ordinance contains provisions to mitigate the risk of a wildland fire hazard;
(10) The project site does not have an unusually high risk of fire or explosion from materials stored or used on nearby
properties;
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2025 City of Lake Forest Guidelines 3-26 ©Best Best & Krieger LLP (11) The project site does not present a risk of a public health exposure at a level that would exceed the standards
established by any state or federal agency; and
(12) Either the project site is not within a delineated earthquake fault zone, or a seismic hazard zone, as determined pursuant to Section 2622 and 2696 of the Public Resources Code
respectively, or the applicable general plan or zoning
ordinance contains provisions to mitigate the risk of an earthquake or seismic hazard:
(i) Either the project site does not present a landslide hazard, flood plain, flood way, or restriction zone,
or the applicable general plan or zoning ordinance
contains provisions to mitigate the risk of a
landslide or flood.
(ii) The project site is not located on developed open
space;
(iii) The project site is not located within the boundaries of a state conservancy;
(iv) The project site has not been divided into smaller projects to qualify for one or more of the
exemptions for affordable housing, agricultural
housing, or residential infill housing projects found
in the subsequent sections; and
(v) The project meets the requirements set forth in
either Public Resources Code sections 21159.22,
21159.23 or 21159.24.
(Reference: State CEQA Guidelines, § 15192.)
ii) Specific Requirements for Agricultural Housing. CEQA does not apply to the construction, conversion, or use of residential housing for agricultural employees that meets all of the general requirements described above in Section (3)(n)(i) and meets the following additional criteria:
(1) The project either:
(a) Is affordable to lower income households, lacks
public financial assistance, and the developer has
provided sufficient legal commitments to the City to
ensure the continued availability and use of the
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2025 City of Lake Forest Guidelines 3-27 ©Best Best & Krieger LLP housing units for lower income households for a
period of at least fifteen (15) years; or
(b) If public financial assistance exists for the project, then the project must be housing for very low, low,
or moderate-income households and the developer
of the project has provided sufficient legal
commitments to the appropriate local agency to
ensure the continued availability and use of the
housing units for low- and moderate-income
households for a period of at least fifteen (15) years; (2) The project site is adjacent on at least two sides to land that has been developed and the project consists of not more than forty-five (45) units or provides dormitories, barracks, or other group-living facilities for a total of forty-five (45) or fewer agricultural employees, and either:
(a) The project site is within incorporated City limits or within a census-defined place with a minimum
population density of at least five thousand (5,000)
persons per square mile; or
(b) The project site is within incorporated City limits or within a census- defined place and the minimum
population density of the census-defined place is at
least one thousand (1,000) persons per square mile,
unless the Lead Agency determines that there is a
reasonable possibility that the project, if completed,
would have a significant effect on the environment
due to unusual circumstances or that the cumulative
effects of successive projects of the same type in the
same area would, over time, be significant;
(3) If the project is located on a site zoned for general agricultural use, it must consist of twenty (20) or fewer units, or, if the housing consists of dormitories, barracks, or other group-living facilities, the project must not provide housing for more than twenty (20) agricultural employees; and
(4) The project is not more than two (2) acres in area if the project site is located in an area with a population density of at least one thousand (1,000) persons per square mile, and is not more than five (5) acres in area for all other project sites.
(Reference: Pub. Resources Code, §§ 21084, 21159.22; State CEQA Guidelines, §§ 15192, 15193.)
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2025 City of Lake Forest Guidelines 3-28 ©Best Best & Krieger LLP iii) Specific Requirements for Affordable Housing Projects in Urbanized Areas. CEQA does not apply to any development project that consists of the construction, conversion, or use of residential housing consisting of one hundred (100) or fewer units that are affordable to low-income households if all of the general requirements described in Section (i) above are satisfied and the following additional criteria are also met:
(1) The developer of the project provides sufficient legal commitments to the local agency to ensure the continued availability and use of the housing units for lower income households for a period of at least thirty (30) years, at monthly housing costs deemed to be “affordable rent” for lower income, very low income, and extremely low income households, as determined pursuant to Section 50053 of the Health and Safety Code;
(2) The project site:
(a) Has been previously developed for qualified urban
uses;
(b) Is immediately adjacent to parcels that are
developed with qualified urban uses; or
(c) At least 75% of the perimeter of the site adjoins
parcels that are developed with qualified urban uses
and the remaining 25% of the perimeter of the site
adjoins parcels that have previously been developed
for qualified urban uses, the site has not been
developed for urban uses and no parcel within the
site has been created within ten (10) years prior to
the proposed development of the site;
(3) The project site is not more than five (5) acres in area; and (4) The project site meets one of the following requirements regarding population density:
(a) The project site is within an urbanized area or within a census-defined place with a population density of
at least five thousand (5,000) persons per square
mile; or
(b) If the project consists of fifty (50) or fewer units, the project site is within an incorporated city with a
population density of at least twenty-five hundred
(2,500) persons per square mile and a total
population of at least twenty-five thousand (25,000)
persons; or
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2025 City of Lake Forest Guidelines 3-29 ©Best Best & Krieger LLP (c) The project site is within either an incorporated city or a census-defined place with a population density
of one thousand (1,000) persons per square mile,
unless there is a reasonable possibility that the
project would have a significant effect on the
environment due to unusual circumstances or due to
the related or cumulative impacts of reasonably
foreseeable projects in the vicinity of the project.
(Reference: Pub. Resources Code, §§ 21083, 21159.23; State CEQA Guidelines, § 15194.)
iv) Specific Requirements for Affordable Housing Projects Near Major Transit Stops.
(1) Except as provided in subdivision (b), CEQA does not apply to a project if all of the following criteria are met:
(a) The project is a residential project on an infill site. (b) The project is located within an urbanized area.
(c) The project satisfies the criteria of Section 21159.21. (d) Within five years of the date that the application for the project is deemed complete pursuant to Section 65943
of the Government Code, community-level
environmental review was certified or adopted.
(e) The site of the project is not more than four acres in total area.
(f) The project does not contain more than 100 residential units.
(g) Either of the following criteria (subdivision i or
subdivision ii) are met:
(i) (A) At least 10 percent of the housing is
sold to families of moderate income,
or not less than 10 percent of the
housing is rented to families of low
income, or not less than 5 percent of
the housing is rented to families of
very low income; a
(B) The project developer provides
sufficient legal commitments to the
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the continued availability and use of
the housing units for very low, low-,
and moderate-income households at
monthly housing costs determined
pursuant to paragraph (3) of the
subdivision (h) of Section 65589.5 of
the Government Code.
(ii) The project developer has paid or will pay
in-lieu fees pursuant to a local ordinance
in an amount sufficient to result in the
development of an equivalent number of
units that would otherwise be required
pursuant to subparagraph 7g(i) above.
(h) The project is within one-half mile of a major
transit stop.
(i) The project does not include any single level
building that exceeds 100,000 square feet.
(j) The project promotes higher density infill
housing. A project with a density of at least 20
units per acre shall be conclusively presumed to
promote higher density infill housing. A project
with a density of at least 10 units per acre and a
density greater than the average density of the
residential properties within 1,500 feet shall be
presumed to promote higher density housing
unless the preponderance of the evidence
demonstrates otherwise.
(2) Notwithstanding subdivision (1) above, the Exemption for Affordable Housing Projects near Major Transit Stops does not apply if any one of the following criteria is met:
(a) There is a reasonable possibility that the project will have a project-specific, significant effect on the
environment due to unusual circumstances;
(b) Substantial changes have occurred since
community-level environmental review was
adopted or certified with respect to the
circumstances under which the project is being
undertaken, and those changes are related to the
project; or
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2025 City of Lake Forest Guidelines 3-31 ©Best Best & Krieger LLP (c) New information regarding the circumstances under
which the project is being undertaken has become
available, and that new information is related to the
project and was not known and could not have been
known at the time of the community-level
environmental review.
(2) If a project satisfies the criteria described above in Section 3)y)iv)(1), but is not exempt from CEQA as a result of satisfying the criteria described in Section 3)y)iv)(2), the analysis of the environmental effects of the project in the EIR or the negative declaration for the project shall be limited to an analysis of the project-specific effects of the project and any effects identified pursuant to Paragraph b or c of Section 3)y)iv)(2), above. (Reference: Pub. Resources Code, §§ 21083, 21159.24; State CEQA Guidelines, § 15195.)
v) Whenever the Lead Agency determines that a project is exempt from environmental review based on Public Resources Code section 21159.22 [Section 3)u)(ii) of these Guidelines], 21159.23 [Section 3)u)(iii) of these Guidelines], or 21159.24 [Section 3)u)(iv) of these Guidelines], Staff and/or the proponent of the project shall file a Notice of Exemption with the Office of Land Use and Climate Innovation within five (5) working days after the approval of the project.
(Reference: State CEQA Guidelines, § 15196.)
ff) MINOR ALTERATIONS TO FLUORIDATE WATER UTILITIES
Minor alterations to water utilities made for the purpose of complying with the fluoridation requirements of Health and Safety Code sections 116410 and 116415 or regulations adopted thereunder are exempt from CEQA.
(Reference: State CEQA Guidelines, § 15282(m).)
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2025 City of Lake Forest Guidelines 4-1 ©Best Best & Krieger LLP 4) TIME LIMITATIONS
a) TIME LIMITS FOR REVIEW OF PRIVATE PROJECT APPLICATIONS Staff shall determine whether the application for a private project is complete within thirty (30) days of receipt of the application. No application may be deemed incomplete for lack of a waiver of the time limitations. Accepting an application as complete does not limit the authority of the City, acting as the Lead Agency or Responsible Agency, to require the applicant to submit additional information needed for environmental evaluation of the project. Requiring such additional information after the application is complete does not change the status of the application.
Except as provided in Local Guidelines Section 4) e) the Director shall, within thirty (30) days after accepting an application for a private project as complete, determine whether it is necessary to prepare an EIR or a Negative Declaration, and, if so, whether a previously prepared environmental document may be used. The thirty (30) day period may be extended fifteen (15) days upon the consent of both the Director and the project applicant. (Reference: State CEQA Guidelines, § 15101.)
b) FEES
If a project is to be carried out by any person or entity other than the City, the Director may collect a reasonable fee from such person or entity to recover the estimated costs incurred in preparing an EIR or Negative Declaration. Fees shall be paid in accordance with the Lake Forest Municipal Code.
c) COMPLETION AND ADOPTION OF NEGATIVE DECLARATION OR COMPLETION
AND CERTIFICATION OF EIR
For private projects involving the issuance of a lease, permit, license, certificate, or other entitlement for use by one or more public agencies, the decision making body shall either:
(1) Complete and approve a Negative Declaration within one-hundred eighty (180) days from the date the application is accepted as complete; or, (2) Complete and certify the Final EIR within one (1) year from the date the application is accepted as complete. In the event that compelling circumstances justify additional time, the City Council may provide a one-time extension of the one (1) year time limit for up to ninety (90) days, upon consent of the Director and the applicant.
When warranted by circumstances, and at the request of the project applicant, the Director may grant a reasonable extension of the time periods contained in this section. (Reference: State CEQA Guidelines, § 15107.)
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2025 City of Lake Forest Guidelines 4-2 ©Best Best & Krieger LLP d) PROJECTS SUBJECT TO THE PERMIT STREAMLINING ACT
The Permit Streamlining Act requires agencies to make decisions on certain development project approvals within specified time limits. If a project is subject to the Act, the City cannot require the project applicant to submit the informational equivalent of an EIR or prove compliance with CEQA as a prerequisite to determining whether the project application is complete. In addition, if requested by the project applicant, the City must begin processing the project application prior to final CEQA action, provided the information necessary to begin the process is available.
(Reference: Gov. Code §§ 65941, 65944.)
Under the Permit Streamlining Act, the City as Lead Agency must approve or disapprove the development project application within one hundred eighty (180) days from the date on which it certifies the EIR, or within ninety (90) days of certification if an extension for completing and certifying the EIR was granted. The Permit Streamlining Act’s time periods for complying with CEQA do not apply when:
(1) The project will be subject to the National Environmental Policy Act (NEPA); (2) Additional time will be required to prepare a combined EIR/EIS or a combined Negative Declaration/Finding of No Significant Impact (FONSI) as provided in Section 15221 of the State CEQA Guidelines; and,
(3) The time required to prepare such a combined document would be less than the time required to prepare each document separately.
(Reference: Gov. Code, §§ 65951, 65957.)
The time limits for processing permits for development projects under Government Code sections 65950-65960 shall not apply if federal statutes or regulations require time schedules which exceed the state limits. In this event, the City shall make a final decision on the project within the time limits set forth by federal law (if any).
Unless one of these two exceptions is met, the City cannot require a waiver of the time limits specified in the Permit Streamlining Act as a condition of accepting or processing a development project application. In addition, the City cannot disapprove a development project application in order to comply with the time limits specified in the Permit Streamlining Act. (Reference: Gov. Code §§ 65940.5, 65952.2.)
e) PROJECTS, OTHER THAN THOSE SUBJECT TO THE PERMIT STREAMLINING ACT,
WITH SHORT TIME PERIODS FOR APPROVAL
A few statutes require agencies to make decisions on project applications within time limits that are so short that review of the project under CEQA would be difficult. To enable the City as Lead Agency to comply with both the enabling statute and CEQA, the City shall deem a project application as not received for filing under the enabling statute until such time as the environmental documentation required by CEQA is complete. This section applies where all of the following conditions are met:
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2025 City of Lake Forest Guidelines 4-3 ©Best Best & Krieger LLP (1) The enabling statute for a program, other than development projects under Chapter 4.5 (commencing with Section 65920) of Division 1 of Title 7 of the Government Code, requires the City to take action on an application within a specified period of time of six (6) months or less;
(2) The enabling statute provides that the project is approved by operation of law if the City fails to take any action within the specified time period; and (3) The project application involves the City’s issuance of a lease, permit, license, certificate or other entitlement for use.
In any case, the environmental document shall be completed or certified and the decision on the application shall be made within the period established by the Permit Streamlining Act (Government Code sections 65920, et seq.).
(Reference: State CEQA Guidelines, § 15111.)
f) SUSPENSION OF TIME PERIODS
An unreasonable delay by an applicant in meeting the City’s requests necessary for the preparation of a Negative Declaration, Mitigated Negative Declaration, or an EIR shall suspend the running of the time periods described in Local Guidelines Section 4) a) for the period of the unreasonable delay. Alternatively, the Director may disapprove a project application where there is unreasonable delay in meeting requests. The Director may also allow a renewed application to begin at the same point in the process where the prior application was when it was disapproved.
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2025 City of Lake Forest Guidelines 5-1 ©Best Best & Krieger LLP 5) INITIAL STUDY
a) PREPARATION OF INITIAL STUDY
If a project is subject to the requirements of CEQA and it is determined that the project is not exempt, the Director will normally cause an Initial Study to be conducted to determine if the project may have a significant effect on the environment, regardless of whether the overall effect of the project is adverse or beneficial. All phases of project planning, implementation and operation must be considered in the Initial Study. The Director should use the Thresholds of Significance in these Local State CEQA Guidelines, and/or any other thresholds that are determined to be relevant, as a guide for evaluating whether a potential environmental effect may be significant.
For City projects for which an Initial Study is prepared, the Initial Study shall be prepared by Staff or by environmental consultants retained by the City pursuant to a contract executed in accordance with the City’s Purchasing and Contract Guidelines. For private projects, the person or entity proposing to carry out the project shall submit all data and information as may be required by the City to determine whether the proposed project may have a significant effect on the environment. All costs incurred by the City in reviewing the data and information submitted, or in conducting its own investigation based upon such data and information, or in preparing an Initial Study for the project shall be borne by the person or entity proposing to carry out the project.
An Initial Study may rely on expert opinion supported by facts, technical studies or other substantial evidence. However, an Initial Study is neither intended nor required to include the level of detail included in an EIR.
If it is determined that an EIR will be required for a project, then the City may immediately dispense with the Initial Study and begin directly on the EIR; the Initial Study need not be completed unless Staff desires to use it to focus the scope of the EIR.
All phases of project planning, implementation, and operation must be considered in the Initial Study.
(Reference: State CEQA Guidelines, §§ 15063, 15084.)
b) DEPOSIT FOR INITIAL STUDY
In order to commence the Initial Study preparation process, the project applicant shall deposit with the City an initial deposit of $6,500. Following the selection of an environmental Consultant for preparation of the Initial Study, if necessary, the applicant shall deposit an amount equal to the contracted cost to complete the Initial Study plus any fees required by the City. The Director shall use the applicant’s deposits to pay for work completed by the Consultant and for all City costs in reviewing, revising, and processing the same. Following completion of the Initial Study, the Development Services Department, in conjunction with the Finance Department, shall undertake a final accounting for the Initial Study task. In the event the amount of the deposit exceeds the City’s costs for the Initial Study task, including all consulting, staff, legal, and publishing costs, a refund in the amount of the excess shall be provided to the project applicant.
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2025 City of Lake Forest Guidelines 5-2 ©Best Best & Krieger LLP In the event such costs exceed the project applicant’s deposit for the Initial Study task, the City shall bill the project applicant for the overage.
c) USE OF THE INITIAL STUDY
The purposes of an Initial Study are to:
(1) Identify environmental impacts;
(2) Enable an applicant or Lead Agency to modify a project, mitigating adverse impacts before an EIR is written;
(3) Focus an EIR, if one is required, on potentially significant environmental effects; (4) Facilitate environmental assessment early in the design of a project; (5) Provide documentation of the factual basis for the finding in a Negative Declaration that a project will not have a significant effect on the environment; (6) Eliminate unnecessary EIRs; and
(7) Determine whether a previously prepared EIR could be used for the project.
The Initial Study shall be used to provide information to use as the basis for the determination of whether a Negative Declaration or an EIR shall be prepared for a project. The Initial Study shall also be used to identify whether a Program EIR, tiering, or another appropriate process can be used for analysis of the project’s environmental effects.
The Director shall use the Initial Study to determine whether or not a project may have a significant effect on the environment. When there is no substantial evidence to support a fair argument that the project or any of its aspects may cause a significant effect on the environment which cannot be reduced below the level of significance by revision of the project plans or other mitigation measures, the Director shall cause a Negative Declaration to be prepared. When a project is revised so that potential adverse effects are mitigated to a point where no significant environmental effects will occur, a Mitigated Negative Declaration shall be prepared instead of an EIR. When the Initial Study concludes that no EIR is necessary, the Study shall also provide documentation of the factual basis for the finding that the project will not have a significant effect on the environment.
If there is substantial evidence that any aspect of the project, either individually or cumulatively, has the potential to cause a significant effect on the environment, which cannot be reduced below the level of significance by revision of the project plans or other mitigation measures, then an EIR must be prepared. The EIR shall emphasize study of the impacts determined to be significant and can omit further examination of those impacts found to be clearly insignificant in the Initial Study. The Director shall determine whether a previously certified Program EIR such as the General Plan EIR, tiering, or another appropriate process can be used for analysis of the project’s environmental effects.
(Reference: State CEQA Guidelines, § 15063.)
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2025 City of Lake Forest Guidelines 5-3 ©Best Best & Krieger LLP d) CONTENTS OF INITIAL STUDY
An Initial Study shall contain in brief form:
(1) A description of the project, including the location of the project. The project description must be consistent throughout the environmental review process; (2) An identification of the environmental setting. The environmental setting is usually the existing physical environmental conditions in the vicinity of the project, as they exist at the time the Notice of Preparation is published, or if no Notice of Preparation is published, such as in the case of a Negative Declaration or Mitigated Negative Declaration, at the time environmental analysis begins.
The environmental setting should describe both the project site and surrounding properties. The description should include, but not necessarily be limited to, a discussion of existing structures, land use, energy supplies, topography, water usage, soil stability, plants and animals, and any cultural, historical, or scenic aspects. This environmental setting will normally constitute the baseline physical conditions against which a Lead Agency may compare the project to determine whether an impact is significant;
(3) An identification of environmental effects by use of a checklist, matrix, or other method, provided that entries are briefly explained to show the evidence supporting the entries. The brief explanation may be through either a narrative or a reference to other information such as attached maps, photographs, or an earlier EIR, Mitigated Negative Declaration, or Negative Declaration. A reference to another document should include a citation to the page or pages where the information is found;
(4) A discussion of ways to mitigate any significant effects identified; (5) An examination of whether the project is consistent with existing zoning and local land use plans and other applicable land use controls; (6) The name of the person or persons who prepared or participated in the Initial Study;
(7) A summary of any comments regarding the project received from Responsible Agencies, Trustee Agencies or other persons; and
(8) Identification of prior EIRs or environmental documents which could be used with the project.
To meet the requirements of this Section, the Director may use an Environmental Assessment or similar analysis prepared pursuant to the National Environmental Policy Act, as long as the document used meets the minimum requirements of CEQA. (Reference: State CEQA Guidelines, § 15063(d).)
e) SUBMISSION OF DATA
Any person may submit information in any form to the Director to assist in the preparation of an Initial Study.
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2025 City of Lake Forest Guidelines 5-4 ©Best Best & Krieger LLP f) FORMAT; USE OF A CHECKLIST INITIAL STUDY
Forms for an applicant’s project description and a review form for use by the Director shall be provided by the Development Services Department. (See Environmental Checklist (Form “J”).) When used together and properly completed, these forms shall be presumed to meet the requirements for an Initial Study unless there is substantial evidence indicating that other environmental impact(s) must be analyzed for the particular project.
California courts have rejected the use of a bare, unsupported Initial Study checklist. An Initial Study must contain more than mere conclusions. The entries on the checklist should be briefly explained. Either the Environmental Checklist (Form “J”) should be expanded or a separate attachment should be prepared to describe the project, including its location, and to identify the environmental setting. These forms shall provide for a substantive, written description of the project and its potential effects.
The Initial Study must disclose supporting data or evidence upon which the City relied in conducting the Study. The City shall augment checklists with supporting factual data and reference information sources when completing the forms. Explanation of all “potential impact” answers should be provided on attached sheets. For controversial projects, it is advisable to state briefly why “no” answers were checked. If practicable, attach a list of reference materials, such as prior EIRs, plans, traffic studies, air quality data, or other supporting studies. g) CONSULTATION
When more than one public agency will be involved in undertaking or approving a project, the Development Services Department shall consult with all Responsible Agencies and all Trustee Agencies. Such consultation shall be undertaken as part of the Initial Study process prior to determining whether an EIR, Mitigated Negative Declaration or Negative Declaration is required for the project.
This early consultation, which may be done quickly and informally, is designed to ensure that the EIR, Negative Declaration or Mitigated Negative Declaration will reflect the concerns of all Responsible Agencies that will issue approvals for the project and all Trustee Agencies responsible for natural resources affected by the project. It may include consultation with other individuals or organizations with an interest in the project. The Office of Land Use and Climate Innovation, upon request of the City or a private project applicant, shall assist in identifying the various Responsible Agencies for a proposed project and ensure that the Responsible Agencies are notified regarding any early consultation. In the case of a project undertaken by a public agency, the Office of Land Use and Climate Innovation, upon request of the City, shall ensure that any Responsible Agency or public agency that has jurisdiction by law with respect to the project is notified regarding any early consultation.
During or immediately after preparation of an Initial Study for a private project, the Development Services Department may consult with the applicant to determine if the applicant is willing to modify the project to reduce or avoid the significant effects identified in the Initial Study.
If the project can be revised to avoid or mitigate effects to a level of insignificance and there is no substantial evidence before the City that the project, as revised, may have a significant effect on Item: 7
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2025 City of Lake Forest Guidelines 5-5 ©Best Best & Krieger LLP the environment, the City may prepare and adopt a Negative Declaration. If any significant effect may still occur despite alterations of the project, an EIR must be prepared. h) EVALUATING SIGNIFICANT ENVIRONMENTAL EFFECTS
In evaluating the environmental significance of effects disclosed by the Initial Study, the City shall consider:
(1) Whether the Initial Study and/or any comments received informally during consultations indicate that a fair argument can be made that the project may have a significant adverse environmental impact which cannot be mitigated to a level of insignificance. Even if a fair argument can be made to the contrary, an EIR should be prepared;
(2) Whether both primary (direct) and reasonably foreseeable secondary (indirect) consequences of the project were evaluated. Primary consequences are immediately related to the project, while secondary consequences are related more to the primary consequences than to the project itself. For example, secondary impacts upon the resources base, including land, air, water and energy use of an area, may result from population growth, a primary impact; (3) Whether adverse social and economic changes will result from a physical change caused by the project. Adverse economic and social changes resulting from a project are not, in themselves, significant environmental effects. However, if such adverse changes cause physical changes in the environment, those consequences may be used as the basis for finding that the physical change is significant;
(4) Whether there is serious public controversy or disagreement among experts over the environmental effects of the project. However, the existence of public controversy or disagreement among experts does not, without more, require preparation of an EIR in the absence of substantial evidence to support a fair argument of significant effects;
(5) Whether the cumulative impact of the project is significant and whether the incremental effects of the project are “cumulatively considerable” when viewed in connection with the effects of past projects, current projects, and probable future projects. The City may conclude that a project’s incremental contribution to a cumulative effect is not cumulatively considerable if the project will comply with the requirements in a previously approved plan or mitigation program (including, but not limited to, water quality control plan, air quality attainment or maintenance plan, integrated waste management plan, habitat conservation plan, natural community conservation plan, plans or regulations for the reduction of greenhouse gas emissions) that provides specific requirements that will avoid or substantially lessen the cumulative problem. To be used for this purpose, such a plan or program must be specified in law or adopted by the public agency with jurisdiction over the affected resources through a public review process. In relying on such a plan or program, the City should explain which requirements apply to the project and ensure that the project’s incremental contribution is not cumulatively considerable; and
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2025 City of Lake Forest Guidelines 5-6 ©Best Best & Krieger LLP (6) Whether the project may cause a substantial adverse change in the significance of an archaeological or historical resource.
(Reference: State CEQA Guidelines, § 15064(b)(2).)
i) DETERMINING THE SIGNIFICANCE OF TRANSPORTATION IMPACTS.
On or about December 28, 2018, the California Natural Resources Agency added a new section to the State CEQA Guidelines—Section 15064.3, entitled “Determining the Significance of Transportation Impacts.”
Section 15064.3 provides:
(a) Purpose.
This section describes specific considerations for evaluating a project's transportation impacts. Generally, vehicle miles traveled is the most appropriate measure of transportation impacts. For the purposes of this section, “vehicle miles traveled” refers to the amount and distance of automobile travel attributable to a project. Other relevant considerations may include the effects of the project on transit and non-motorized travel. Except as provided in subdivision (b)(2) below (regarding roadway capacity), a project's effect on automobile delay shall not constitute a significant environmental impact.
(b) Criteria for Analyzing Transportation Impacts.
(1) Land Use Projects. Vehicle miles traveled exceeding an applicable threshold of significance may indicate a significant impact. Generally, projects within one-half mile of either an existing major transit stop or a stop along an existing high quality transit corridor should be presumed to cause a less than significant transportation impact. Projects that decrease vehicle miles traveled in the project area compared to existing conditions should be presumed to have a less than significant transportation impact.
(2) Transportation Projects. Transportation projects that reduce, or have no impact on, vehicle miles traveled should be presumed to cause a less than significant transportation impact. For roadway capacity projects, agencies have discretion to determine the appropriate measure of transportation impact consistent with CEQA and other applicable requirements. To the extent that such impacts have already been adequately addressed at a programmatic level, such as in a regional transportation plan EIR, a lead agency may tier from that analysis as provided in Section 15152.
(3) Qualitative Analysis. If existing models or methods are not available to estimate the vehicle miles traveled for the particular project being considered, a lead agency may analyze the project's vehicle miles traveled qualitatively. Such a qualitative analysis would evaluate factors such as the availability of transit, proximity to other Item: 7
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2025 City of Lake Forest Guidelines 5-7 ©Best Best & Krieger LLP destinations, etc. For many projects, a qualitative analysis of construction traffic may be appropriate.
(4) Methodology. A lead agency has discretion to choose the most appropriate methodology to evaluate a project's vehicle miles traveled, including whether to express the change in absolute terms, per capita, per household or in any other measure. A lead agency may use models to estimate a project's vehicle miles traveled, and may revise those estimates to reflect professional judgment based on substantial evidence. Any assumptions used to estimate vehicle miles traveled and any revisions to model outputs should be documented and explained in the environmental document prepared for the project. The standard of adequacy in Section 15151 shall apply to the analysis described in this section.
(c) Applicability.
The provisions of this section shall apply prospectively as described in section 15007. A lead agency may elect to be governed by the provisions of this section immediately. Beginning on July 1, 2020, the provisions of this section shall apply statewide.
(Reference: State CEQA Guidelines, § 15064.3.)
j) MANDATORY FINDINGS OF SIGNIFICANT EFFECT
Whenever there is substantial evidence, in light of the whole record, that any of the conditions set forth below may occur, the Lead Agency shall find that the project may have a significant effect on the environment and thereby shall require preparation of an EIR:
(1) The project has the potential to substantially degrade the quality of the environment, substantially reduce the habitat of a fish or wildlife species, cause a fish or wildlife population to drop below self-sustaining levels, threaten to eliminate a plant or animal community, substantially reduce the number or restrict the range of a rare or endangered plant or animal, or eliminate important examples of major periods of California history or prehistory; (2) The project has the potential to achieve short-term environmental goals to the disadvantage of long-term environmental goals;
(3) The project has possible environmental effects which are individually limited but cumulatively considerable, as defined in Local CEQA Guidelines section
11.13. That is, the City is required to determine whether the incremental impacts of a project are cumulatively considerable by evaluating them against the back- drop of the environmental effects of the other projects; or (4) The environmental effects of a project will cause substantial adverse effects on humans either directly or indirectly.
If, before the release of the CEQA document for public review, the potential for triggering one of the mandatory findings of significance is avoided or mitigation measures or project modifications reduce the potentially significant impacts to a point where clearly the mandatory Item: 7
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2025 City of Lake Forest Guidelines 5-8 ©Best Best & Krieger LLP finding of significance is not triggered, preparation of an EIR is not mandated. If the project’s potential for triggering one of the mandatory findings of significance cannot be avoided or mitigated to a point where the criterion is clearly not triggered, an EIR shall be prepared, and the relevant mandatory findings of significance shall be used: as thresholds of significance for purposes of preparing the EIR’s impact analysis; in making findings on the feasibility of alternatives or mitigation measures; when found to be feasible, in making changes in the project to lessen or avoid the adverse environmental impacts, and when necessary, in adopting a statement of overriding considerations.
Although an EIR prepared for a project that triggers one of the mandatory findings of significance must use the relevant mandatory findings as thresholds of significance, the EIR need not conclude that the impact itself is significant. Rather, the City must exercise its discretion and determine, on a case-by-case basis after evaluating all of the relevant evidence, whether the project’s environmental impacts are avoided or mitigated below a level of significance or whether a statement of overriding considerations is required.
With regard to a project that has the potential to substantially reduce the number or restrict the range of a protected species, the City does not have to prepare an EIR solely due to that impact, provided the project meets the following three criteria:
(a) The project proponent must be bound to implement mitigation requirements relating to such species and habitat pursuant to an approved habitat conservation plan and/or natural communities conservation plan;
(b) The state or federal agency must have approved the habitat conservation plan and/or natural community conservation plan in reliance on an EIR and/or EIS; and (c) The mitigation requirements must either avoid any net loss of habitat and net reduction in number of the affected species, or preserve, restore, or enhance sufficient habitat to mitigate the reduction in habitat and number of the affected species below a level of significance.
(Reference: State CEQA Guidelines, § 15065.)
k) DEVELOPMENT PURSUANT TO AN EXISTING COMMUNITY PLAN AND EIR Before preparing a CEQA document, Staff should determine whether the proposed project involves development consistent with an earlier zoning or community plan to accommodate a particular density for which an EIR has been certified. If an earlier EIR for the zoning or planning action has been certified, and if the proposed project concerns the approval of a subdivision map or development, CEQA applies only to the extent the project raises environmental effects peculiar to the parcel which were not addressed in the earlier EIR. Off-site and cumulative effects not discussed in the general plan EIR must still be considered. Mitigation measures set out in the earlier EIR should be implemented at this stage.
Environmental effects shall not be considered peculiar to the parcel if uniformly applied development policies or standards have been previously adopted by a city or county with a finding based on substantial evidence that the policy or standard will substantially mitigate the environmental effect when applied to future projects. Examples of uniformly applied development Item: 7
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2025 City of Lake Forest Guidelines 5-9 ©Best Best & Krieger LLP policies or standards include, but are not limited to: parking ordinances; public access requirements; grading ordinances; hillside development ordinances; flood plain ordinances; habitat protection or conservation ordinances; view protection ordinances; and requirements for reducing greenhouse gas emissions as set forth in adopted land use plans, policies or regulations.
Any rezoning action consistent with the Community Plan shall be subject to exemption from CEQA in accordance with this section. “Community Plan” means part of a city’s general plan which: (1) applies to a defined geographic portion of the total area included in the general plan; (2) complies with Article 5 (commencing with Section 65300) of Chapter 3 of Division 1 of Title 7 of the Government Code by referencing each of the mandatory elements specified in Government Code section 65302; and (3) contains specific development policies adopted for the area in the Community Plan and identifies measures to implement those policies, so that the policies which will apply to each parcel can be determined.
(Reference: State CEQA Guidelines, § 15183.)
l) LAND USE POLICIES
When a project will amend a general plan or another land use policy, the Initial Study must address how the change in policy and its expected direct and indirect effects will affect the environment. When the amendments constitute substantial changes in policies that result in a significant impact on the environment, an EIR may be required. m) EVALUATING IMPACTS ON HISTORICAL RESOURCES
Projects that may cause a substantial adverse change in the significance of a historical resource, as defined in Local Guidelines Section 11.28, are projects that may have a significant effect on the environment, thus requiring consideration under CEQA. Particular attention and care should be given when considering such projects, especially projects involving the demolition of a historical resource, since such demolitions have been determined to cause a significant effect on the environment.
Substantial adverse change in the significance of a historical resource means physical demolition, destruction, relocation or alteration of the resource or its immediate surroundings, such that the significance of a historical resource would be materially impaired.
The significance of a historical resource is materially impaired when a project:
(1) Demolishes or materially alters in an adverse manner those physical characteristics of a historical resource that convey its historical significance and that justify its inclusion in, or eligibility for inclusion in, the California Register of Historical Resources;
(2) Demolishes or materially alters in an adverse manner those physical characteristics that account for its inclusion in a local register of historical resources or its identification in a historical resources survey, unless the Lead Agency establishes by a preponderance of evidence that the resource is not historically or culturally significant; or
(3) Demolishes or materially alters in an adverse manner those physical characteristics of a historical resource that convey its historical significance and Item: 7
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2025 City of Lake Forest Guidelines 5-10 ©Best Best & Krieger LLP that justify its eligibility for inclusion in the California Register of Historical Resources as determined by the Lead Agency for purposes of CEQA.
Generally, a project that follows either one of the following sets of standards and guidelines will be considered mitigated to a level of less than significant: (a) the Secretary of the Interior’s Standards for the Treatment of Historic Properties with Guidelines for Preserving, Rehabilitating, Restoring and Reconstructing Historic Buildings; or (b) the Secretary of the Interior’s Standards for Rehabilitation and Guidelines for Rehabilitating Historic Buildings (1995), Weeks and Grimmer.
In the event of an accidental discovery of a possible historical resource during construction of the project, the City may provide for the evaluation of the find by a qualified archaeologist or other professional. If the find is determined to be a historical resource, the City should take appropriate steps to implement appropriate avoidance or mitigation measures. Work on non- affected portions of the project, as determined by the City, may continue during the process.
Curation may be an appropriate mitigation measure for an artifact that must be removed during project excavation or testing.
(Reference: State CEQA Guidelines, § 15064.5.)
n) EVALUATING IMPACTS ON ARCHAEOLOGICAL SITES
When a project will impact an archaeological site, the City shall first determine whether the site is a historical resource, as defined in Local Guidelines Section 11.28. If the archaeological site is a historical resource, it shall be treated and evaluated as such, and not as an archaeological resource. If the archaeological site does not meet the definition of a historical resource, but does meet the definition of a unique archaeological resource set forth in Public Resources Code section 21083.2, the site shall be treated in accordance with said provisions of the Public Resources Code.
The time and cost limitations described in Section 21083.2(c-f) do not apply to surveys and site evaluation activities intended to determine whether the project site contains unique archaeological resources.
If the archaeological resource is neither a unique archaeological resource nor a historical resource, the effects of the project on those resources shall not be considered a significant effect on the environment. It shall be sufficient that both the resource and the effect on it are noted in the Initial Study or EIR, if one is prepared to address impacts on other resources, but they need not be considered further in the CEQA process.
(Reference: State CEQA Guidelines, § 15064.5(c).)
In the event of an accidental discovery of a possible unique archaeological resource during construction of the project, the City may provide for the evaluation of the find by a qualified archaeologist. If the find is determined to be a unique archaeological resource, the City should take appropriate steps to implement appropriate avoidance or mitigation measures. Work on non- affected portions of the project, as determined by the City, may continue during the process.
Curation may be an appropriate mitigation measure for an artifact that must be removed during project excavation or testing.
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2025 City of Lake Forest Guidelines 5-11 ©Best Best & Krieger LLP When an Initial Study identifies the existence of, or the probable likelihood of, Native American human remains within the Project, the City shall comply with the provisions of State CEQA Guidelines section 15064.5(d). In the event of an accidental discovery or recognition of any human remains in any location other than a dedicated cemetery, the City shall comply with the provisions of State CEQA Guidelines section 15064.5(e). o) CONSULTATION WITH WATER AGENCIES REGARDING LARGE DEVELOPMENT
PROJECTS
i) Projects Subject to Consultation Requirements.
This section applies only to water demand projects as defined by Local Guidelines Section
11.73. A city or county may request that a municipal water provider prepare a water supply assessment to be included in the relevant environmental documentation for the project. Program level environmental review may not need to be as extensive as project level environmental review.
See Local Guidelines Section 8)j).
ii) Water Supply Assessment.
When a city or county as Lead Agency determines the type of environmental document that will be prepared for a water demand project or any project that includes a water demand project, the city or county must identify any public water system that may supply water for the project. The city or county must also request that the public water system determine whether the projected demand associated with the project was included in the most recently adopted Urban Water Management Plan. The city or county must also request that the public water system prepare a specified water supply assessment for approval at a regular or special meeting of the public water system governing body.
If no public water system is identified that may supply water for the water demand project, the city or county shall prepare the water supply assessment. The city or county shall consult with any entity serving domestic water supplies whose service area includes the site of the water demand project, the local agency formation commission, and the governing body of any public water system adjacent to the site of the water demand project. The city council or county board of supervisors must approve the water assessment prepared pursuant to this paragraph at a regular or special meeting.
As per Water Code section 10910, the water assessment must include identification of existing water supply entitlements, water rights, or water service contracts relevant to the water supply for the proposed project and water received in prior years pursuant to those entitlements, rights, and contracts, and further information is required if water supplies include groundwater.
The water assessment must determine the ability of the public water system to meet existing and future demands along with the demands of the proposed water demand project in light of existing and future water supplies. This supply demand analysis is to be conducted via a twenty-year projection, and must assess water supply sufficiency during normal year, single dry year, and multiple dry year hydrology scenarios. If the public water agency concludes that the water supply is, or will be, insufficient, it must submit plans for acquiring additional water supplies.
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California Environmental Quality Act (2025) INITIAL STUDY
2025 City of Lake Forest Guidelines 5-12 ©Best Best & Krieger LLP The city or county may grant the public water agency a thirty (30) day extension of time to prepare the assessment if the public water agency requests an extension within ninety (90) days of being asked to prepare the assessment. If the governing body of the public water system fails to request and receive an extension of time, or fails to submit the water assessment notwithstanding the thirty (30) day extension, the city or county may seek a writ of mandamus to compel the governing body of the public water system to comply.
The city or county shall include the water assessment, and any water acquisition plan in the EIR, negative declaration, or mitigated negative declaration, or any supplement thereto, prepared for the project, and may include an evaluation of the water assessment and water acquisition plan information within such environmental document. A discussion of water supply availability should be included in the main text of the environmental document. Normally, this discussion should be based on the data and information included in the water supply assessment.
In making its required findings under CEQA, the city or county shall determine, based on the entire record, whether projected water supplies will be sufficient to satisfy the demands of the project, in addition to existing and planned future uses. If a city or county determines that water supplies will not be sufficient, the city or county shall include that determination in its findings for the project.
The degree of certainty regarding the availability of water supplies will vary depending on the stage of project approval. A Lead Agency should have greater confidence in the availability of water supplies for a specific project than might be required for a conceptual plan (i.e. general plan, specific plan). An analysis of water supply in an environmental document may incorporate by reference information in a water supply assessment, urban water management plan, or other publicly available sources. The analysis shall include the following:
(1) Sufficient information regarding the project's proposed water demand and proposed water supplies to permit the Lead Agency to evaluate the pros and cons of supplying the amount of water that the project will need.
(2) An analysis of the reasonably foreseeable environmental impacts of supplying water throughout all phases of the project.
(3) An analysis of circumstances affecting the likelihood of the water's availability, as well as the degree of uncertainty involved. Relevant factors may include but are not limited to, drought, salt-water intrusion, regulatory or contractual curtailments, and other reasonably foreseeable demands on the water supply.
(4) If the Lead Agency cannot determine that a particular water supply will be available, it shall conduct an analysis of alternative sources, including at least in general terms the environmental consequences of using those alternative sources, or alternatives to the project that could be served with available water.
If a water-demand project has been the subject of a water assessment, no additional water assessment shall be required for subsequent water-demand projects that were included in the larger water-demand project if all of the following criteria are met: