06/23/2026 Item No.18.
072-3190-038 CITY OF FOLSOM
PROPERTIES LLC
BULLDOG OFFICE
072-3190-006
072-0060-090 AEROJET ROCKETDYNE INC ALDER CREEK WEST IMPROVEMENT CO LLC 072-0231-049 EASTON PLACE 072-0231-145 AEROJET ROCKETDYNE INC 072-0231-140 072-3190-033 EASTON VALLEY HOLDINGS LLC DEVELOPMENT CO. LLC 072-3190-038 CITY OF FOLSOM
PROPERTIES LLC
BULLDOG OFFICE
072-3190-006
072-0060-090 AEROJET ROCKETDYNE INC ALDER CREEK WEST IMPROVEMENT CO LLC 072-0231-049 EASTON PLACE 072-0231-145 AEROJET ROCKETDYNE INC 072-0231-140 072-3190-033 EASTON VALLEY HOLDINGS LLC DEVELOPMENT CO. LLC
EXISTING CONSERVATION
EASEMENT, TYP.
OSLC-11 OSLC-12
OSLC-7
OSLC-8
Lot C
Fire Station
2.1 ± AC OSLC-10B
20' SANITARY
SEWER ESMT
DE
Lot Q
Open Space
34.2 ± AC
DE Lot P Open Space
8.0 ± AC
Lot O
Open Space
30.2 ± AC
DE
Lot L Mini Park
0.4 ± AC
OSLC-18 OSLC-19
LC-20 LC-19 LC-18
LC-21
Lot K Mini Park
0.4 ± AC
Lot R Open Space
51.4 ± AC
Lot J Mini Park
0.3 ± AC Lot S Open
0.8 ± AC
Space
1146
1323
1324
1356
1357
1358
1359
1360 1361
1362 1363
1364
1365
1366
1367
1368
1369
1370
1371
1372
1373
1374
1375
1376
1377
1378 1379 1380 1381 1382 1383 1384 1385 1386 1387 1388 1389 1390
1391
1392 1394 1402 1401 1400 1399 1398 1397 1396 1395
1403 1404 1405 1406 1407 1408 1409 1410
1393
1037 1036
1035
1034
1424
1423
1422
1421
1420
1419 1417 1418 1411 1412 1413 1414 1415 1416
1355 1354 1353 1352 1351 1350 1349 1348
1339 1340 1341 1342 1343 1344 1345
1338 1337 1336 1335 1334 1333 1332
1347
1346
1327 1328 1329 1330 1331
1326
1325
1038
1039
1040 1041 1042 1043 1044 1045 1046 1047 1048 1049 1050 1051 1052 1053 1054 1055 1056
1057
1058
1059
1060
1061
1062
1063
1064
1065
1066
1067
1068
1069
1070
1071
1072
1073
1074
1075
1076 1077
1078
1079 1080
1081 1082
1083
1084
1085
1086
1087 1088
1089
1090 1091
1092
1093
1094
1095
1096
1097
1098
1099
1100
1101
1102
1106 1105 1104 1103
1120
1121
1122
1123
1124
1125
1126
1127
1128
1129
1130
1131
1132
1133
1134 1135
1136 1137
1107
1108
1109
1110
1111
1112
1113
1114
1115
1116
1117
1119 1118
1239 1238
1237
1236
1235
1234
1233
1232
1231
1230
1260 1259
1258 1257 1256 1255 1254
1253
1252 1251 1250 1249
1248
1247
1246
1245
1244 1243
1242 1241
1240
1202 1201
1200 1199
1198
1197
1196
1195 1194
1193 1192
11911190
1189
1188
1187
1186
1185
1184
1183
1182 1181
1180
1179
1178
1177
1176
1175
1157 1156
1155 1154
1153
1152 1151
1150
1149 1148
1147
1165 1164
1163
1162
1161
1160 1159
1158
1174
1173 1172
1171
1170
1169
1168
1167
1166 1145
1144
1143
1142 1141
1140 1139
1138
1203
1204 1205
1206 1207
1218
1219
1220
1221
1223 1222 1224
1225
1226
1227
1228 1229
1261
1262
1263
1264
1265
1266
1267
1268
1269
1270 1271
1272
1273 1274
1275
1305
1306
1307 1308
1309
1300
1301 1302
1303 1304
1276
1277
1278
1279
1280 1281
1282
1283
1284
1285
1286
1287
12881289
1290
1291
1292 1293
1294
1295
1296 1297
1298 1299
1322 1321
1320
1319
1318
1317
1316 1315
1314 1313
13121311
1310 1217
1216
1215
1214 1213
1212
1210 1211
1209
1208 Lot I Native Park 0.2 ± AC
OAK AVENUE PARKWAY
DE
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W W
W
W
U1
H
W
W
W
W
W
V3 V
PC
U1 PRAIRIE CITY ROAD OSLC-20
HAVEN PARKWAY
LC-23 LC-22
ALDER CREEK PARKWAY
24' LSE/PUE
16' LSE/PUE
PIPE GATE FOR
SEWER MAINT. ACCESS OSLC-21 OSLC-22
A
29.3 ± AC (gr.) 96 DU - 75' x 110' (TYP.) SF Village 8C
10.2 ± AC (gr.) 27 DU - 70' x 110' (TYP.) SF Village 8B Village 9B
SF 102 DU - 60' x 105' (TYP.) 21.5 ± AC (gr.) Village 8A SF 104 DU - 65' x 105' 24.9 ± AC (gr.)
28.8 ± AC (net) 9.1 ± AC (net)
21.0 ± AC (net)
24.4 ± AC (net)
STREET D
SF 62 DU Village 9A
70' x 110' (TYP.) 17.7 ± AC
Limits of Tentative Subdivision Map
Limits of Tentative Subdivision Map N00°30'59"W 2094.56' N89°10'06"W 1750.53' N23°54'33"W 632.78' N69°32'10"E
62.64' R=1500.00' Δ=15°07'56" L=396.16' N00°50'15"W 1257.25' N00°50'15"W 2637.78' N89°38'13"W 298.16' N89°38'13"W 2184.65' N00°08'47"W 969.52' N00°00'00"E 90.00' N90°00'00"W 114.50' N00°00'00"E 90.00' N90°00'00"W
114.50' N00°08'47"W 1308.71' 70' 70' 70' 70' 70' 70' 77' 273' 177' 96' 39'
328' 733'
345' 617' 732'
1750'
582'
69' 76' 121' 111' 146'
65' 116' 88' 91' 135'
53' 60' 60' 60' 60' 60' 60' 60' 60' 60' 60' 115' 60' 60' 60' 60' 60' 60' 97' 35' 65' 60' 60' 60' 60' 115' 115' 115' 115' 115' 115' 115' 115' 115' 60' 60' 60' 60' 60' 60' 60' 95' 60' 105' 60' 60' 60' 60' 60' 60' 60' 60' 105' 105' 105' 105' 105' 105' 105' 77' 76' 173' 51' 75' 75' 111' 189' 70' 74' 122' 48' 84' 105' 22' 122' R=40' 22' R=31' R=85' 75' 75' 142' 74' 75' 75' 142' 75' 80' 258' 114' 75' 75' 80' 134' 63' 110' 89' 78' 65' 65' 65' 65' 65' 65' 65' 65' 65' 66' 71' 142' 75' 75' 132' 77' 75' 75' 138' 75' 106' 124' 75' 75' 110'
76' 68' 123' 163' 92' 68' 64' 64' 108'
74' 75' 73' 75' 74' 75' 117'105'
97' 64' 65'
79' 112' 65' 80' 108' 94' 77' 112' 128' 34' 86' 18' 81' 99' 76' 65' 43'
71' 71' 108' 63' 105' 63' 105' 64' 65' 107'
30' 111' 24' 76' 68' 65' 65' 69' 70' 106'
105'
97' 105' 59' 105' 62' 62' 62' 112' 65' 88' 65' 84' 65' 83' 106' 133' 157' 64' 65' 65' 65' 65' 65' 65' 65' 65' 65' 65' 63' 109' 105' 105' 105'
105'
105'
105' 105' 105' 105' 105' 65' 65' 65' 65' 65' 65' 65' 65' 65' 69' 110' 116' 106' 106' 106' 70' 65' 65' 105' R=20 35' ' 100'
106' 106'
105'
106' 106'
146' 65' 122'
80' 8' 146' 120' 80' 64' 116' 116' 97' R=50' 57' 136'
151' 80' 109' R=30'
R=65' 72' 92' 139' 62' 51' R=54' 20' 5 ' 112' 69' 54' 46' 115' 117' R=65' 116' 57' 118' 10' 53' 49' 53' 64' 125' 125'
116' 71' 45' 27' 116' 34' 17'122'
131' 196' 83' R=20' 26' 96'
110' 92'
44' 122'95' R=20' 32' 127' 102' 73' 112' 81' 80' 80' 73' 75' 112' 110' 91' 110' 87' 108' 80' 75' 80'75' 75'75' 73' 113'
96' 75' 75' R=20' 30' 83' 132' 100' 57' 76' 121' 75' 110' 75' 110' 106' 33' 105' 67' 75' 75' 113' 98' 54' R=20' 28' 113' 113' R=30' 115' 69' 72' 118' R=20' 29' 112'
86' 80' 80' 75' 75' 73' 112' 112' 112' 112'
112' 90' 89' 75' 75' 75' 98' 69' 111'
111' 111' 111'
137' 72' 124' 123' 104'
130' 73' 104' 123' 49' 93'
R=47' 47' 125' 31' 55' 45' 27' 110'
130' 34' 59' 49'
112' 13' 59' 60' R=65 70' ' R=20' 31' R=20' 31' R=65'
49' R=47' 50'
110' 80' 80' 23' 127' 86' R=65' 45' 114' 115' 66' 80' 119' 44' 60' 66' 109' R=20' 33'
37' R=20' 34' R=20' 26' 63' 65' 61' R=20' 32' 115' 115' R=20' 30' 59' 22' R=65' 127' R=20' 35' 51' 39 R
' =50' 44' 136' 121'
115' R=30' R=30'
R=65' R=
81' 155' 54' 51' 46' 46' R=65' 97' 119' 117' 154' 181' 140' 55' 49' R=47' 53' 98'
59' 115' 97' 83' 124' 113' 70' 95' 133' 47'
R=50' 44' 20' 107'
65' 65' 65' 65' 65' 104' 67' 65' 65' 65' 65' 65' 65' 65' 55' 83' 78' 76' 118' R 108' =30' 70' 105' 46' R=50' 27' 92'
76' 60' 60' 60' 60' 60' 60' 72' 105' 107'
R=50' 42' 118' 60' 52' 77' 120' R=30' 49' R=20 29' ' 131' 75' 77' 70' 110' 42' 67' 84' 68' 77' 93' 110' 86' 75' 70' 110' 75' 160' 110' 104' 192' 75' 75' 75' 59' 193' 90' R=20 31' '
97' 75' 90' 149' 75' 75'
R=20' 31' 75' 75' 75' 75' 179' 174' 184' 189'
56' 60' 60' 60' 60' 105' 60' 60' 60' 132' 77' 60' 105' 105' 105' 105' 56' 60' 60' 60' 60' 60' 55' 105' 105'
76' 60' 60' 60' 60' 60' 75' 105' 105' 105' 105' 105' 105' 105' 105' 105' 105' 56' 60' 60' 60' 60' 60' 55' 56' 60' 60' 60' 60' 60' R=30' 105' 111' 105' 111' 105' 111' 105' 111' 105' 111' 105' 111' 55' 60' 60' 60' 60' 60' 60' 58' 60' 60' 60' 60' 60' 60' 60' 93' 105' 106' 106' 107' 107' 108' 108' R=50' 65' 52' 131' 126' 60' 60' 78' 51'R=30' 131' 71'
R=30' 60' R=30' R=50' 106' 60' 60' 111' 111' 85' 85' R=20' 31' R=20' 31'
67' 60' 87' 57'
65' 65' 84' 31' 114'
65' 65' 65' 66' 169' 65' 27' 36' 66' 66' 70' 66' 66' 82' 154' 138' 123' 64' 65' 65' 65' 64' 105' 105' 105' 105'
70' 70' 114' 71' 110'
65' 63' 63' 118' 131' 154' 114' 114' 80'
14' 61' 170' 52' 100'
R=50' 158' R=50' 134' 74' 45' 30' R=54' 106' 63' 137' 75' 134' 130' 30' 75' 70' 75' 75' 75' 80' 80' R=20' 31' 138 147' 153' 155' 106' 73' 60' 171'188' 125'
72' 71' 71' 111' 117' 142' 115' 31' 90' 85'87'
12 '
58' 72' 125'116'
86' 95' 88' 76' 113' 92' 71' 113'
R=20' 33'
97' 88' 123' 77' 113' 73' 73' 73' 73' 102' 113' 75' 104' 14' R=50' R=30' 113' 85' 113' 85' 113' 85' 113' 85' 68' 77' 171' R=50' R=20' 29'
52' 41' 47' R=47' 46' 120' 41' 25' 30' 93' 111' 84' 70' 67' 114' 35' 52' 76' 134' 78' 49' 55' 59' R=65' 67'
65' 61' 88' 106' 86' R=20' 31' 112'
72' 110'
65' 75' 75' 62' 119' 89' R=20 26' ' 105' 105' 75' R=20' 31' 109' 100' 75' 59' 65' 65' 65' 65' 65' 65' 65' 65' 64' 65' 65' 65' 65' 115' 115' 115' 115' 115' 115' 115' R=30' 115' 115' 115' 115' 115' 115'
R=31'
61' 62' 62' 106' 111'
106'
64' 65' 138' 125' 92' 65' 65' 105' 60' 105' 105' 105' 64' 65' 65' 65' 106' 77' 65' 65' 65' 92' 107' 63' 65' 65' 107' 107' 107' 60' 96' 96' 96' 96' 17
96' 4' 98'
116' 63' 64' 111' 111' 64' 111' 64' 111' 115' 111' 65' 110' 125' 73' 62'
62' 66' 57' 117' 118'
181' 101' R=20' 29'
125' 87'
72' 72' 67' 67' 67' 69' 111' R=20' 29'
112' 115' 132' 131' R=20' 29' 112'
70' 65' 140'
62' 70' 70' 70' 123' 147'
R=20' 29' 135'
70' 161' 97'
161' 161' 136' 70' 59' 118' R=20' 29' 103' R=50'
80' 74' 139' 63'
R=30'
20' R=40' R=85' R=31'
660'
393' 382' 921'
R
124' =30' 104' 104' 91' 68' 113' 66' 112' 61' 112' 61' 112' 70' 80' 72' 172' R=20' 28' 135' 117' R=20' 30' 137' 133' 68' 132' 65' 80'
130' 90' 60' 60' 60' 60' 60' 60' 60' 60' 60' 60' 60' 60' 60' 60' 60' 60' 60' 60' 60' 60' 70' 70' 70' 70' 105' 114' 60' 60' 60' 60' 60' 60' 60' 60' 60' 60' 60' 60' 60' 60' 114' 114' 114'
114' 114'
114'
114'
114'
114'
114'
114'
114'
114'
114'
114'
114'
114'
114'
114'
114'
114'
114' 70' 114' 85' 60' 60' 60' 60' 70' 70' 72' 113' 70' 70' 70' 113' 113'
R=20' 31'
119' 61' 61' 107'
107' 60' 60' 77' 90' 67' 70' 70' 73'
89'
65' 65' 60' 60' 60' 79'
R=30' R=30'
107' 85' 84' R=20' 31' R=20' 31' 85' 90' R=20' 31' R=20' 31' 210' 82' R=20' 31' R=20' 31' 76' R=20' 33' 8' R=65' 66' 70' 95' 94' 110' 49' 69' 70' 70' 70' 70' 27'
103' R=20' 30'
120' 70' 72' 99' 110' 72' 60' 129' 154' 70' 64' 71' 11' 117' 67' 114' 114' 66' 70' 87' 120' R=20' 32' 120'
85' 70' 70' 69' 114' 114'
114'
114' 111' 107'
116' R=20' 29' 61'
99' 57' 108' 108' 108'
125' 198' 70' 67' 133' 159' R=20' 30' 70' 70' 70' 70' 70' 66' 111' 111' 111' 110' 111' 118' 108' 124' 154'
R=20' 36'
99' 58' R=20' 32' 105' R=31' R=20'
R=85' 45' R=40' R=25' R=25' R=40' R=85' R=20'
R=20 R
' =20' 76'
83' 133' 157' 90' 84' 68' 61' 107'
84' 133'
65'
185'
76'
65'
103' 88'
82' 82' 66' 65' 65' 65'
112'
155'
69' 69' 68'
157'
119' 92' 75' 73'
R=25' R=25'
93'
75'
70'
75' 75' 75' 75' 75' 75' 75' 75' 75'
75' 80'
65' 60' 70'
60' 60'
60' 60' 60' 70' 70' 70'
75'
75' 75' 95'
75'
11' 4'
72'
R=31' 60' 60' 70' R=1500'
R=1500'
R=250' R=1000'
R=250' R=1500'
R=630'
R=360' R=210' R=300' R=210'
R=30 ' R=30 '
R=350'
R=250' R=250'
R=1500'
R=400' R=2 5'
R=700' R=400'
R=300' R=30 '
R=30 '
R=500' R=500' R=900' R=300' R=250'
CL
CL CL
CL
LC
CL
CL CL CL
CL
LC
CL
CL
CL
LC CL
CL
CL
CL
LC
LC
CL CL
CL CL CL CL
CL
R=250'
R=1000' R=500'
R=500' R=30 '
CL CL
CL CL
LC
69' 69' CL
70' 91' 65' 60' 60' 120' 120'
90' 10' 9'47' 49'
R=250' CL R=200' CL 114' 12' 105' 105' 44'
11'
360'
160'
154'
546'
291'
36' 30' 209' 48' 16'
61' 37'
113'
164'
R=1976' LC
20' 61'
a portion of the Folsom Plan Area Specific Plan
Folsom, CA LOTTING PLAN
SMALL LOT VESTING TENTATIVE SUBDIVISION M
ALDER CREEK
May 13, 2026 TOLL BROTHERS at 5-28-2026 P:\27238\PLN\Applications\TM\TBAC_SLTM\SLTM-AC-SUB-05_20260513rev052826\05-TBAC_SLTM-S5-WEST-LOT.dwg [1] P:\27238\PLN\Applications\TM\TBAC_SLTM\P-ADJ-TBAC.dwg [2] P:\27238\PLN\Applications\TM\TBAC_SLTM\ANNO-BNDY-100.dwg [3] P:\27238\PLN\Applications\TM\TBAC_SLTM\_P-CS-TBAC.dwg [4] P:\27238\PLN\Applications\TM\TBAC_SLTM\ANNO-LOTS-WEST-80.dwg [5] P:\27238\PLN\Applications\TM\TBAC_SLTM\ACW-BASE_ESMT.dwg [6] P:\27238\PLN\Applications\TM\TBAC_SLTM\_P-CS-TBAC.dwg [7] P:\27238\PLN\Applications\TM\TBAC_SLTM\TBAC-ConserveEsmt.dwg [8] P:\27238\PLN\Applications\TM\TBAC_SLTM\LAFCO-Backbone_LIMITS.dwg 14:03:15 shaskell 27238.TOLL.ENT SUB4 Sheet 5 of 12
0 50 100 200 SCALE: 1"=100' N
SEE SHEET 3
SEE SHEET 9
SEE SHEET 9
EXISTING CITY LIMTS, TYP.
EXISTING CITY
LIMTS, TYP.
06/23/2026 Item No.18.
15"SD 18"SD
15"SD
24"SD
24"SD
18"SD
36"SD
30"SD 15"SD
36"SD
36"SD
18"SD
18"SD 30"SD
15"SD
18"SD
60"SD 18"SD
18"SD
15"SD
36"SD
18"SD
24"SD
36"SD
36"SD
30"SD 36"SD
15"SD
30"SD
18"SD
36"SD
15"SD 24"SD
36"SD
30"SD
18"SD
24"SD
18"SD 24"SD
30"SD
15"SD 18"SD
15"SD
18"SD
24"SD
15"SD
15"SD
15"SD
18"SD
15"SD
15"SD
30"SD
30"SD
30"SD
18"SD 18"SD
15"SD
15"SD
15"SD
18"SD
15"SD
15"SD 18"SD
36"SD
15"SD
24"SD
15"SD
24"SD
15"SD
36"SD
18"SD
15"SD
18"SD 18"SD 18"SD
15"SD 15"SD
18"SD
24"SD
24"SD
30"SD
30"SD 24"SD
36"SD
24"SD
18"SD
24"SD
48"SD 48"SD
48"SD
60"SD
60"SD
60"SD
18"SD
15"SD
30"SD
18"SD 15"SD 18"SD
60"SD
12"SD
36"SD
15"SD
18"SD 36"SD
30"SD 30"SD
60"SD
48"SD
15"SD
60"SD
15"SD
18"SD
18"SD
15"SD
36"SD 48"SD 48"SD
36"SD
15"SD
FM44
363.8
389.6
388.5
386.4
364.65
369.6 369.0
371.7
370.3
371.6
383.4
381.4
385.3
380.0
382.7
379.4
378.8
380.4
386.7
383.3
388.7
378.9
373.6
369.5
366.3
364.6 367.4 369.1
368.7
370.2
370.8
372.4
375.7
375.5
374.6
369.4
389.6
389.0 387.6
367.1
366.4
367.6
370.3
371.2
369.7
363.5
360.5
359.5
357.2 364.6
366.5
368.5
372.3
380.3
380.4
376.1
377.3
390.6
389.8
389.4
367.4
369.6
71.8 371.7
378.2
374.7
371.6
389.4
388.7
388.5
369.7
368.4
366.4
372.6
367.4
366.7
367.4
367.7
368.2
366.4
365.7
357.2
359.4
357.7
358.3
375.3
387.5
364.3
360.6
365.4
360.3
361.4
369.3
369.2
386.8
375.4
377.6
385.7
384.2
371.5
374.6
378.5
379.1
374.6
374.5
370.7
376.4
377.2
380.9
380.8
376.5
368.3
373.2
380.2
347.4
344.6
3 346.6
338.8
336.4
333.0 332.4
346.6
341.4
338.3
366.5
360
360
365
365
365
365
370
370
370
370
370
370
375
375
375
375 375
380
380
380
380
380
385
385
385
385
390
392
391
390
389
388
387
386
385
384
383
382
381
380
379
378
377
376
375
374
373
372
371
370
369
368
368
366
365
364
362
361
361
359
358
373.4
372.2
371.9
375.0
369.6
368.5
388.9
388.2
387.3
376.8
392
363.3
371.3
391
390
389
386.8
388
389.8
390.6
387
367.0
387.5
386
385
384
386.4
383
382
390.2
385.7
367.3
381
380
379
389.3
378
386.9
386.5
362.3
373
390.1
380.6
372
385.4
371.1
371
370
387.4
375.0
380.7
369
368.8
367
375.5
366
366.2
361.8
375.0
365 365.7
364
377.0
371.1
363
364.7
360.8
363
362
373.2
364.7
372.0
360
370.9
377.7
378.4
382.9
357
379.3 381.2
377.3
372.6
365.0
362.4
360.3
365.0
358.0
358.8
343.4 347.2
373.1
372.7
371.6
370.8
368.3
367.5
375.6
375.7
376.0
383.5
366.5
385.4
388.4
388.2
375.9
380.6
362.5
384.8
389.0
391.5
392.2
388.9
375.8
362.5
390.3
391.8
389.5
386.8
373.1
366.5
388.7
390.6
385.3
379.3
366.8
366.4
383.0
376.7
370.1
366.5
383.9
386.0
378.9
372.4
368.7
380.8
372.0
367.6
358.8
373.2
370.5
376.3
375.0
366.8
376.6
382.2
377.2
368.4
384.4
374.2
379.0
381.3
378.2
374.1
375.1
375.9
369.9
372.3
370.3
367.6
362.1 367.8
362.2
354.2 358.8 DATUM: PROJECT: CALIBRATIO
DATE: FLIGHT: NOTES: BENCHMAR
18"WM-Z2 12"WM-Z2 12"WM-Z2 8"WM-Z2 12"WM-Z2 12"WM-Z2 12"NP-Z2 12"NP-Z2 12"NP-Z2 12"NP-Z2 12"NP-Z2 12"NP-Z2 24"SS
24"SS
24"SS
24"SS
24"SS
24"SS
8"SS
24"SS
24"SS
24"SS
24"SS
24"SS
24"SS
24"SS 24"SS 8"SS
8"SS 8"SS 8"SS 8"SS 8"SS
8"SS
339.6
347.6
347.6
346.3
347.8
348.6
348.4
348.5
348.5
349.5
351.7
351.3
351.6
350.7
352.6
352.4
368.2
368.2
368.0
368.1
369.4
370.5
370.7
370.8
368.2
369.7
369.6
371.4
371.6 371.7
371.7
366.6
363.4
364.2
366.2
368.6
368.4
369.1
369.3
369.3
369.7
367.4
370.6
371.6
371.7
371.6
381.6
380.5
379.6 380.5 380.8
381.6
381.9
372.2
372.3
372.3 371.3
373.2
373.4
373.4
374.6
373.3
372.4
372.2
375.6
378.3
378.3
378.6
380.6
381.4
381.4
380.4 381.7
382.6
383.3 385.7
387.5
386.6
386.6
384.6
384.5
384.2
384.5
385.5
385.7
385.4 385.8
386.1
386.3
387.1
385.8
385.7 385.6
385.6 386.8
386.2
386.5
387.4
387.5
389.2
388.5
388.5
382.8
382.5
383.4
385.4
386.6
387.8
344.4
346.3
344.8
347.2
349.3
354.8
355.5 355.3
355.3
354.7 354.5
355.2 355.7
356.3
356.3
356.6
357.7
356.3
356.7
356.3 355.7
358.1
359.2
358.4
358.2
373.6
384.2
371.6
356.5
356.1
355.4 355.3
355.5 355.5
355.5
354.7
354.4
354.4
354.9
354.3
354.3
356.8
357.5
357.4
356.6
356.8
357.3
357.4
357.3
356.5
357.8
356.5
355.5
357.3
357.6
356.6
358.4358.4
356.2
358.7
358.4
358.2
358.8
357.3
357.5 357.5
357.9 356.6
356.3
357.0
356.3
355.3
355.1
354.7
354.9
357.7
357.1
357.3 356.5
356.4
356.3
356.3 355.6
355.5
355.5 354.7
359.5
360.5
360.8
361.7
361.4
351.5
359.5 359.5
359.8
357.6
357.6 355.7
355.3 355.2
355.5
355.5
355.5
355.1
354.5
356.3
356.7
356.7
355.5
353.5 356.4
358.8
357.5
359.6 358.7
357.6
358.0 357.6
356.7 358.4
358.4
358.8
358.9
358.4
358.2
357.7
358.4
358.5
359.6
359.6 359.3
361.1
373.8
363.5
365.4
366.7
364.6 363.5
363.6
363.0 363.1
363.9
364.4
361.5
360.7
360.3
360.6 357.0
356.7
355.4
355.7 356.4
354.5
355.4 355.8
358.0
354.6
354.6
353.4 354.1
354.9
355.1
361.6
356.5
360.2
358.3
356.2
356.6 354.1
353.0
365.1
361.5 362.8
360.6
359.2
359.0
382.8
379.5
382.3
352.8 353.6
350.5
351.3
348.9
353.2 353.7
353.3 354.6
355.7 353.4
356.5
355.4
355.5 354.6
354.4
356.6
358.4
356.7 356.5
354.5
353.3
353.7
351.4
351.4
351.2
349.5 349.3
350.5
350.6 350.6
351.9
351.2
352.3
352.6
354.1 354.4
354.1
354.4 353.3
353.5 353.5
354.8 354.9
353.4
353.7
352.8
355.0
355.7
355.8
355.3
355.3
357.8
358.5 359.6
359.6
358.5
357.4
360.5
360.6
361.1
361.2
363.6
364.9
353.7
351.3 341.5
351.7
344.4
363.3 363.7 363.7
363.8
363.3 363.7
363.5
362.7
361.6
362.5
364.5 364.9
364.6
364.7
364.3
365.6
365.5 365.6
366.2
367.4
363.6
364.5
360.8
359.4 358.2
356.5
357.6 341.3
357.6
354.5 354.9
365.1
365.6
372.6
357.6 357.5
357.6 358.8
358.4
358.5
360.4
359.5
359.6
361.3 362.6
362.7
363.8 363.7
363.3
363.4
364.8
364.2
365.4 365.3
365.5
366.4
366.5
367.2
367.4
368.3 368.6
369.4 359.4 358.4
358.5 358.6
357.3
350.7
346.4
370.4
370.8
371.2
371.4 371.7
353.7
354.6
352.5
355.1
358.6 357.9
359.6
359.7
360.6
361.3
361.2 362.6 363.6
358.4
358.4 357.5
354.5
356.5
357.5
355.7
356.4
358.1
323.8
322.1
322.4
321.8
321.7
329.4
356.4
347.5
343.8
359.3
359.6
360.2
360.7
360.3
360.2
360.3
360.3
360.7 361.3
361.6
361.3
361.1
359.7
358.5
341.6
355.3
339.7
335.4
337.5 334.5
337.3
339.2
339.7
340.5
340.5
341.4 341.9
342.4
344.2
309.2
309.2
305.5
340.3
330.6 334.2
334.7
334.6
332.7
349.2
308.6
311.3
340.4
372.5
372.4
346.5
382.6
381.3380.6
381.5
380.6
349.2
362.8
364.6
364.5
344.5
351.3
360.4
358.2
364.5
365.6
362.6
343.6
351.4
352.3
351.7
352.8
353.6
353.4
351.2
355.2
352.6
346.5
344.7
372.5
372.6
372.2
371.8
368.2
368.6
368.5
367.5
367.4
367.4
367.5
369.3
368.5 368.8
368.7
366.3
365.8 364.6
365.6
365.9365.3
365.4
366.5
366.2 366.7 366.4
359.5
359.6
359.9
358.7
358.3
370.2
356.7
363.6
366.8
366.7
364.5
364.1
363.7
372.0
371.9
362.4
316.5
318.3
315.5
314.4 313.2
321.0
336.5 365.7
364.5
353.3
356.1
356.3356.5
356.6
357.5
357.5
357.3
358.2
359.3359.3
362.5
362.3
361.8
361.4
360.8
360.4
345.6
361.0
361.3
361.3
363.2
363.4
364.7
365.7
366.3 366.7
381.6
381.9 383.7
383.6
383.5
382.2 383.5
380.8
384.3
384.6 384.1
384.5
384.2
384.1
383.8
383.9
382.5
382.6
382.4
382.7
382.7 382.6
382.8
382.6
382.8
383.7
384.6 385.4
385.3
385.4
385.7
380.3 379.6
384.4
384.8
383.7
382.6
383.1
383.9
382.5
372.8 372.6
347.1
362.8
363.6
363.3
364.5
364.6
364.3
364.4
365.6
366.1
365.8
365.7
365.4
365.3
370.7
370.3
370.9
357.6
363.6
358.9
371.5
372.4 372.6
372.3
372.2
372.6
372.2
373.3
372.3 372.4
371.6
371.5
371.6
371.1
371.4
371.3
371.6 371.6
369.8
369.4
359.7
358.5
380.5
383.9
383.2
385.1
375.8
377.2
377.6
371.6
349.9
366.4
362.6 364.6
362.2
383.6
370.9
367.8
370.4
371.5
382.8
369.4
370.1
370.0
370.3
370.7
370.7 370.6
371.5
371.6 369.5
369.7
369.6
369.4
369.8
369.5
368.6
368.4
367.4
371.7 371.0
371.4
370.7
372.5 372.6
371.4
370.5
369.3
364.6
365.5
366.8
369.4 370.7
371.8
371.4 371.7
371.2 372.8
372.4
372.3
372.7
371.3
371.8
371.3 379.7 380.5
381.5
376.6
378.5 379.4
381.6
382.6
383.7
384.6
385.5
386.6
387.9
388.7
389.5
389.7
385.7
385.5
384.9
383.6 381.7
382.5
383.9
383.6 382.7
381.8
381.7
379.5 377.2
378.6
380.8
380.4
381.2
380.9 380.6
380.6
380.7
378.1
378.3
376.1
374.6
374.4
373.6
373.4
379.8
379.5
379.3 379.4
380.2 380.3
381.8
381.3
380.3
380.3
379.4
378.4 377.5
376.8
371.3
372.8
369.2 367.5
368.8
368.3
368.5
363.6
364.7
383.3
383.4
383.6
381.7
383.8
384.6
383.3
383.3 382.2
382.4 381.5
381.4
381.4380.6
382.4 382.7
367.3
365.3
361.5 362.5
381.8
384.7
387.4
372.0
371.4
370.8
370.2
369.7
369.2
368.7
368.3
384.3
384.0
384.4
384.3
386.8
386.2
387.6
386.4 388.7
389.9
388.5
385.3
384.5
389.3
390.5
389.6
389.7
388.6
388.9
388.9
385.4 387.5
387.4
389.4
391.8
389.6
377.4
384.3
385.3
385.8
386.0
383.2
383.5
382.5
390.2 389.9
389.7
387.5
386.6 386.7
386.9
386.6
385.3
385.6
385.5
385.6
385.6
384.6
386.4
386.6
386.4
386.5
386.4
386.1
388.1
388.6
388.4 388.5
389.6
387.6
385.3
384.4
384.5
385.2
385.3
385.6
385.6
386.6
386.5
386.1
386.5
387.7
387.5
388.3
388.5
388.6
385.4
383.8
384.6
383.5
383.6
382.6
382.3
384.4
380.6
379.4
380.4
389.5 385.6
380.4
378.7
377.4
384.2
384.3
384.8 384.6
384.5
385.4
383.7
384.0
382.2
381.6
382.9
383.9 383.5
383.2 383.5
382.2
381.2 383.8
384.5
384.7
387.6
386.5
385.3 385.4
387.4
386.2
387.7
373.4
374.4
378.1
378.3
378.3
377.7
381.8
383.3
383.4
386.6
373.6 373.3
393.6
393.7
393.3
392.5
389.9
372.4
373.7
376.3
382.2
381.3 381.7
376.2
380.6
347.8
387.4
386.7
366.4
354.4
391.4
391.1
391.5
391.2
390.9
390.6 389.5
389.5
388.3
387.1
385.7
385.3
392.5
394.9
394.4
394.5
395.5
395.9
395.3
394.4
393.7
393.6 393.3
392.6
392.5
392.7
394.6
394.3
395.4
396.3 395.7
395.3
396.3
396.9 394.7
393.5
391.3
389.7
390.5
389.6
390.5
390.2
391.8
394.6
395.7
392.5
391.0
391.7 390.5
392.9
386.7
392.5
392.1
391.3
376.2
376.6 375.6 375.2
377.2
378.0
378.3
373.5 374.5
374.8
373.8
378.5
377.5
376.9 376.3
376.1
374.6
387.3
388.7
392.8 392.5
392.8
392.1
393.6 393.3
393.3
392.8
393.5
393.8
392.4
375.1 375.3
390.4
374.7
340.5
340.5
339.5
341.6
342.3
343.3
339.5
344.3
348.4
347.5
348.4
349.1
348.7
349.4
347.4
348.8
348.6
344.6
347.8
348.1
346.6
338.8
336.4
333.0 332.4
346.6
341.4
338.3
352.2
352.2
350.6 349.5
349.4
352.2
351.7
353.8
353.4 353.6
354.2 353.6
354.5
353.7
352.7
351.5 351.9
353.6
356.4
357.5
356.4
358.6
359.3
360.6
359.5 355.6
354.5
353.3
350.9 349.3
349.1
348.2
346.5
346.7
344.5
345.5
344.6
341.6
340.6 339.8
340.7
337.7
340.7
342.6
342.4 342.5
340.5
341.5
342.4
343.4
344.6
344.6
346.6
345.1
341.3
342.7
339.3
338.4
342.4
343.7
351.5 315 320 325 330
335 340
345 350
355
340 345
350 355
360 365
350 360
345
350
355
340
350
360
365
370
375
380
380
385
385
360
365
370
375
375
380
370
370
365
360
355
355
345
365
365
370
370
370
365
360
365
360
355
350 345
340 335
330
325
320
365
360
355
350
345
340
335
330
320
360
365
355
340 345
350
355
360 355
350
345
340 335 330
325 320
315
365
370
365
360
355
355
360 365
350 345
345
340
365
370
375
380
380
330 335
335 340 345
395
395
375
370
375
380
385
390
385
380
375
385
375
374
380 385
375
375
380
385
385
360
355
360
340
340 340 345 345
345
350
360 315320 325 330335 340 345
350
355
340
345
350
355
360
365
350 360
345
350 355
340
350
360
365
370
375
380
380
385
385
360 365
370
375
375
380
370
370
365
360
355
355
345
365
365
370 370
370
365
360
365
360
355
350
345
340
335 330
325
320
365 360
355
350 345
340
335
330
320
360
365
355
340
345 350
355
360 355
350 345
340 335 330 325
320
315
365
370
365
360
355
355 360
365
350 345
345
340
365
370
375 380
380
330 335 335340345
395
395
375
370 375
380
385
390
385
380
375
385
375
374
380
385 375
375 380
385
385
360 355
360
340
36"SD 335
340 340 345 345 345
350
360
360
360
360 365 370
365
375 365 370
350
355
42"SD 12"SD
12"SD 42"SD 12"SD
12"SD
OSLC-19
LC-20 Lot S Open
0.8 ± AC
Space
LC-14 LC-11
LC-8
LC-6
OSLC-12
OSLC-13
OSLC-15
OSLC-14 OSLC-16
OS-2
OS-1
Lot H Mini Park
0.3 ± AC
Lot E Mini Park
0.6 ± AC
Lot D
Private Park
1.4± AC
Lot T Open Space
0.4 ± AC
LC-24
LC-25 20' EVA
25' MPE & PAE LC-1 LC-3 LC-2
LC-4
LC-5
OSLC-11
OSLC-10A
OSLC-9
OSLC-6
OSLC-7
OSLC-8
OSLC-4
OSLC-1
OSLC-3
OSLC-5
OSLC-2
Lot A
Park
10.0 ± AC
Lot B
Elementary School 10.0 ± AC
Lot C
Fire Station
2.1 ± AC OSLC-10B
CONNECTION TRAIL
COURT 1
COURT 2
STREET M
STREET H
STREET O
STREET O
STREET N STREET N
STREET L
STREET J
STREET I
PKWY
STREET A
STREET A
MANGINI PARKWAY
STREET P
STREET P
STREET P
STREET Q
STREET R
STREET N
STREET H
HAVEN
24"SD
24"SD
18"SD
36"SD
30"SD
36"SD
36"SD
18"SD
18"SD
60"SD
15"SD
15"SD
18"SD
15"SD
15"SD
30"SD
30"SD
30"SD
18"SD 18"SD
15"SD
15"SD
15"SD
18"SD
15"SD
15"SD 18"SD
36"SD
15"SD
24"SD
15"SD
24"SD
15"SD
36"SD
36"SD
24"SD
18"SD
24"SD
48"SD 48"SD
48"SD
60"SD
60"SD
60"SD
18"SD
15"SD
30"SD
5"SD
60"SD
12"SD
15"SD
18"SD
60"SD
48"SD
15"SD
60"SD
15"SD
18"SD
18"SD
36"SD 48"SD 48"SD
36"SD
15"SD
2:1
2:1
2:1
2:1
2:1
258
P=372.6 176
P=372.9 175
P=373.1 174
381.0
380.0
379.0
378.0
377.0
FL FL 3
HINGE
255
P=383.0 P=382.6 P=382.2 P=381.9 P=381.3 P=379.9 P=375.6 P=374.9 P=376.2 P=375.7 P=375.1 P=375.0 P=375.8 P=377.0 P=377.7 P=378.9 P=378.9 P=378.7 P=378.2 P=377.7 P=377.6 P=378.3 P=379.1 P=379.1 P=377.9 P=377.1 P=376.1 P=377.1 P=378.6 P=379.5 P=381.8 P=382.3 P=382.8 P=383.3 P=383.8 P=383.8 P=383.2 P=380.6 P=382.1 P=383.0 P=382.7 P=383.4 P=383.7 P=383.7 P=383.1 P=382.6 P=382.1 P=381.6 P=382.3 P=382.5 P=382.1 P=381.7 P=381.3 P=380.9 P=380.5 P=380.1 P=379.7P=379.2 P=372.5P=373.8 P=375.4 P=377.0 P=378.6 P=380.0 P=381.3 P=382.6 P=383.9 P=385.4 P=386.2 P=386.6 P=386.2 P=386.6 P=385.9 P=385.5 P=385.1 P=384.8 P=384.5 P=384.2 P=383.9 P=383.6 P=383.2 P=382.8 P=382.4 P=381.8 P=380.8 P=379.0 P=377.5 P=381.2 P=380.7 P=380.1 P=379.6 P=378.6P=379.2P=379.8 P=380.6P=381.2 P=382.4 P=381.7 P=380.6 P=379.6 P=378.5 P=377.6 P=377.6P=378.5P=379.6P=380.6 P=381.8 P=382.6 P=383.4 P=382.5 P=381.0 P=379.6 P=378.0 P=376.2 P=375.9P=377.2P=378.4 P=379.8 P=381.1 P=382.5 P=383.4 P=385.7 P=386.0 P=385.9 P=385.0 P=379.2 P=378.8 P=380.3 P=380.3 P=380.3 P=380.1 P=379.6 P=379.2 P=374.6 P=372.8 P=374.2 P=374.6 P=374.9 P=374.5 P=374.7 P=373.9 P=374.2 P=373.7 P=374.4 P=373.1 P=372.9 P=372.6 P=372.3 P=372.2 P=371.9 P=371.5P=371.2P=371.0P=370.7P=370.4P=370.1 P=369.8 P=370.0 P=370.3P=370.6P=371.0P=371.2P=371.6 P=371.7 P=371.9 P=372.2P=372.5P=372.8P=373.1P=373.3P=373.6P=373.6P=374.1P=374.1 P=373.8P=373.5P=373.2P=372.8P=372.5 P=372.3 P=372.6 P=372.9 P=373.3 P=373.9 P=373.9 P=374.1 P=374.1 P=373.8 P=373.6 P=373.3 P=373.0 P=372.8 P=372.5 P=372.3 P=371.9 P=370.3 P=370.2 P=369.9 P=369.6 P=369.6 P=369.8 P=370.1 P=370.4 P=370.7 P=370.9 P=371.2 P=371.5 P=371.8 P=374.4 P=374.7P=375.0P=375.3P=375.6P=375.9P=376.2P=376.5P=376.7 P=377.0P=377.3P=377.6P=378.9P=378.2 P=378.2P=377.9P=377.5P=377.2P=376.9P=376.5P=376.2P=375.9P=375.5P=375.2P=374.9P=374.5 P=374.2 P=355.0 P=362.8 P=362.5 P=362.9 P=363.3 P=363.7 P=364.2 P=364.6 P=365.0 P=366.3 P=366.5 P=366.2 P=366.4 P=366.4 P=364.8 P=364.3 P=364.0 P=363.9 P=363.3 P=361.5 P=361.5P=361.9P=362.7P=363.5 P=366.5 P=367.0 P=365.4 P=365.4 P=364.9 P=364.5 P=363.8 P=363.0 P=362.2 P=361.4 P=360.7 P=361.8 P=361.2 P=374.7 168 P=375.0 167
40 39
38 1
2 3 4
5 6 7
8 9
10 11
12 13
14 15
16 17
18 19 20 21 22
23 24
25 26 27
28 30 29
31 32 33
34 35 36
37 49
50 51
52 53
54 55
56 57
58 91
90 89
88 87
86 85
78 79 77
76 75
74 73
72 71
70 69
68 67
66 65
64 63
62 61 60
59 139
138 137
136
135 134
133
132
131 130
129 128
127
126 125
124
123
122
121
120
119
118
117
116 115
114
113
112
111
110
109
108 107
106
105 104 103
102
100 99
98 97
96 95
94 93
92 175
176
177178
179 180
181 182 183 184
185 186
238
237
236
235
234
233
232
231
230
229 228
227
226
225
224
223 220
219
218
217
215
214
213
212
211
210 209
208
207
206
205
204
203 202
201
200 199
198
197
196
195 194
193
192
191
190 189 188
187
166 165 164 163
162 161 160
159
158
157
156
155
154
153 152
151 150
149
148
147 146
145
144
143 142
141
251
250
249 248
247
246 245
244
243
242 241
240
239
261260
259
258
257
256 267
266
265
264
263
262
276
275
274
273
272
271
270 269
268
253 254
169
171 170
172
173
174
140
41 42 43
4445
46 47
48 216
252
84 83
8281
80 P= 221
222
P=362.6 P=359.9
GB=377.16
381.58
GB=370.10 GB=36 GB=369.38 GB=369.18
GB=370.95
GB=373.01
GB=374.41
GB=375.71
GB=381.12
GB=373.68GB=374.14
378.62 GB=373.49 GB=373.78GB= GB=375.15
338.89 GB=355.10 GB=355.28
GB=356.00GB=35
372.87
374.55
385.21
GB=376.15 GB=
GB=384.84
FG=375.78
GB=375.69
GB=380.29
GB=382.13
GB=383.36
GB=375.56 GB=377.62 GB=372.85 GB=374.85 GB=373.39 GB=372.98 GB=362.20 GB=363.70 EL=364.20GB=364.60
EL=360.65GB=360.20 GB=361.10 GB=358.80
GB=359.03
EL=358.37
EL=362.80 GB=363.40
GB=365.75 EL=365.45
GB=365.45
GB=364.25
GB=359.40 GB=357.45 GB=357.65
370.56
371.00 GB=370.50
GB=373.44
GB=379.98
GB=381.30
GB=379.67 GB=379.43 GB=382.28 GB=381.44 GB=379.99
GB=376.85
GB=376.59
381.91 GB=375.50
374.14 GB=374.11
381.01 GB=376.15
GB=380.57
GB=375.40
GB=375.29
GB=381.83
FG=374.10
GB=383.06
GB=374.02 GB=384.74
GB=377.81
369.97 GB=370.64
370.75 GB=370.48
GB=372.77
GB=370.33
378.57 GB=377.51 GB=377.33 GB=379.04 GB=377.53
376.75 GB=372.70
GB=372.52
GB=376.36
GB=372.76 GB=376.36 GB=370.94 GB=371.80 370.61 GB=367.91 GB=367.99 GB=369.61 GB=370.27 GB=367.69
GB=364.54
364.55
GB=364.54
365.60
GB=361.30 GB=360.40 GB=360.58
GB=365.00 GB=36 EL=372.28
375.69
EXISTING CONSERVATION
EASEMENT, TYP.
P/L GRADING SECTION
NTS E
BUILDING PAD MASONRY RETAINING WALL WITH MASONRY SOUNDWALL (HEIGHT VARIES) VARIES
LANDSCAPE CORRIDOR
R/W
6' WALK
2%
2:1 MAXVARIES BUILDING PAD
2' P/L BUILDING PAD VARIES GRADING SECTION
NTS F WOOD FENCE
VARIES 2:1 MAX6' WALK2' VARIES GRADING SECTION
NTS
R/W
BUILDING PAD
VARIES
LANDSCAPE CORRIDOR
P/L D
WOOD FENCE OR MASONRY SOUNDWALL 2%
2' VARIES 2% MIN - 8:1 MAX
BUILDING PAD MASONRY RETAINING WALL BUILDING PAD
(HEIGHT VARIES) P/L GRADING SECTION A NTSWOOD FENCE
P/L BUILDING PAD
2:1 MAX
2' GRADING SECTION G NTS
BUILDING PAD
VARIES MASONRY RETAINING WALL
(HEIGHT VARIES) WOOD FENCE
P/L GRADING SECTION
NTS B
BUILDING PAD MASONRY RETAINING WALL WITH MASONRY SOUNDWALL (HEIGHT VARIES) VARIES
LANDSCAPE CORRIDOR
R/W
6' WALK
2%
2:1 MAXVARIES BUILDING PAD
2' P/L VARIES GRADING SECTION C NTS OPEN VIEW
FENCE
2:1
EXISTING GROUND
6"NP-Z2 48"SD
48"SD 48"SD
12"W-Z2
354.8
355.1 349.5
352.4
362.3 356.2
342.4
343.6
343.4
342.7 341.4
338.6
339.1
338.3
339.3 339.0
337.8
336.3 337.4
338.6
339.5
340.5
341.3 342.0
340.6
341.6
339.4
337.6 337.4
336.8 338.4
339.3 339.5
338.5
339.6 340.5
339.6
342.3
339.1
339.2
339.1
340.3
340.6
342.9
341.5
341.6
342.3
341.3
343.4
344.9
344.2 344.2
343.4
342.4
341.7 342.1
341.5
336.9 340.5 339.5
340.8
339.7
338.1
339.6
340.7
336.6
337.3 339.3
342.6
343.9
343.4
342.1
341.5
335.4
337.6 333.1
334.7
335.1
336.4
338.2 338.6
338.6
337.4 337.5
337.5
337.4
336.7 335.9
333.4
334.3 336.6
337.3
338.3
338.3
338.3
338.6
341.7
343.3
339.4
341.6
342.5 344.4
342.8
342.4
342.6
354.4
352.3
352.6
368.3
367.5 368.5
343.3
342.7
342.6
341.6 341.5
344.2 347.6
348.2
349.5
352.8
353.7
355.7
355.3
351.1
348.5
346.4
345.6
342.3
347.4
341.3
345.5
346.3
347.7
347.4 346.5
344.6
3 346.6
338.8 336.4
333.0 332.4
344.7 347.5
347.7
345.4
346.6
341.4
338.3
345.3
345.5345.2
346.6
342.3
343.5
343.5
344.3
345.7
345.8 344.6
343.7
343.5
344.5
343.8 343.9
342.8 344.5
345.3
345.3
344.6 344.5 345.3
345.9 346.8
347.5
348.3 348.5
348.4 348.7
348.2
348.6
347.7
347.3
348.5
349.2 349.1
350.4
348.7
348.9 348.7
348.5
348.1
347.2
346.7
345.4
342.2
341.3
341.2 340.3
338.3
337.3 338.9
338.4
344.4
342.2
335.3
334.5 333.3
336.1 337.3
338.6
339.5
346.7
346.8
347.3
347.6 348.1
347.5
347.6
347.3 346.3
345.6
346.6
345.4
340.6
348.7
348.4
350.4
350.6
353.4 348.9
344.3
336.9
336.5
335.4
331.5
335.1
329.2
334.8
333.6
335.5
336.3
334.5 338.8
338.1 337.0
336.4
343.7
344.3
342.4
342.1
344.3
344.4
343.5
345.3 344.4
344.9
341.4
344.4 346.8
341.9
330
335 335
340 340
340
340
345 345
345
345
345
345
345
345
345
345
350
350
355 360
365
370
365
364
361
359
358
353
353
352
351
350
348
347
346
345
344
342
341
340
340
339
339
339
338 338 337
337
337
337 336
335 333 332
331 330329
366
363
362
360
357
356
355
354
353
349
349.3
344.3
349
365.0
364.1
348
347
343.5
340.2
346
341.0
362.4
360.3
358.8
354.8
345
341.5
347.2
338.5
344
343
365.0
358.0
343
355.2
350.2
342
346.2
337.6
346.3
341
344.1
340
358.8
353.0
340
346.0
352.7
339.8
336.5
339
344.8
342.6 339
349.4
349.8
338 348.6
346.6
338
340.5
337.0
338
347.2
341.5
337
349.1
347.5
348.3 337 346.1
337
342.7
329.6
338.7
343.4
348.2
336
348.8
347.1
336
344.0
336 335 342.0
328.6 334 337.5
334
342.7 333
346.7
346.8
332
345.1
344.7
331
345.5
339.8
330
342.4
347.5
329
343.9
369.9
370.3
369.7
361.3
353.1
348.2
342.7
367.6
367.8
368.4
358.2
352.9
347.8
347.5
343.4
347.3
347.3
362.1
360.5
352.2
344.6
342.7
339.9
338.4
347.3
344.5
362.2
354.6
351.0
343.9
342.0
340.4
338.4
338.5
343.5
358.8
353.5
349.8
348.1
345.1
339.2
336.4
342.1
354.2
351.2
349.4
347.3
342.8
337.5
335.7
338.7
346.8
348.9
347.8
345.8
338.9
329.5
340.2
346.7
348.8
346.4
345.4
344.1
332.2
334.7
346.7
348.6
345.4
345.0
344.9
332.5
337.6
344.4
344.7
345.4
339.6
347.6
347.6
346.3
347.8
348.6
348.4
348.5
349.5
368.2
368.2
368.0
366.6 363.4
364.2 349.2
348.6 344.6
347.8
348.1
346.6
338.8 336.4
333.0 332.4
346.6
341.4
338.3
340
350
360
365
345 340 350
360
365
345
OSLC-1
48"SD
48"SD 48"SD
36"SD
EX 339.8 EX 340.0
EX 340.3 EX 340.3 EX 341.0 EX 342.0 EX 328.1EX 328.1 EX 341.5 EX 344.0 EX 345.0 EX 347.0 EX 348.0 EX 350.0
EX FL 36" SD 327.8
48"SD
15"SD
P=376.2 40 P=375.7 39
371.00 GB=370.50
a portion of the Folsom Plan Area Specific Plan
Folsom, CA PRELIMINARY GRADING & STORM DRAIN PLAN
SMALL LOT VESTING TENTATIVE SUBDIVISION MAP
TOLL BROTHERS at ALDER CREEK
Sheet 6 of 12 May 13, 2026
0 50 100 200 SCALE: 1"=100' N 5-13-2026 P:\27238\PLN\Applications\TM\TBAC_SLTM\SLTM-AC-SUB-05_20260513\06-TBAC_SLTM-S5-CENT-PGP.dwg [1] P:\27238\PLN\Applications\TM\TBAC_SLTM\P-ADJ-TBAC.dwg [2] P:\27238\PLN\Applications\TM\TBAC_SLTM\_P-CS-TBAC.dwg [3] P:\27238\SRV\Topo\Aerial\D-TP-EG-ACW.dwg [4] P:\27238\PLN\Applications\TM\TBAC_SLTM\_P-M-IP-TBAC-SLTM.dwg [5] P:\27238\PLN\Applications\TM\TBAC_SLTM\MS_ETA-TBAC-basins_TEMP.dwg [6] P:\27238\PLN\Applications\TM\TBAC_SLTM\_P-CS-TBAC.dwg [7] P:\27238\PLN\Applications\TM\TBAC_SLTM\_P-M-IP-TBAC-SLTM.dwg [8] P:\27238\PLN\Applications\TM\TBAC_SLTM\_P-M-GP-TBAC-SLTM.dwg [9] P:\27238\PLN\Applications\TM\TBAC_SLTM\MS_ETA-M-GP-ACW-C3D CL GRADES.dwg [10] P:\27238\PLN\Applications\TM\TBAC_SLTM\D-EX-FPA-PH1-TBAC.dwg [11] P:\27238\PLN\Applications\TM\TBAC_SLTM\GRD-ST-NAMES.dwg [12] P:\27238\PLN\Applications\TM\TBAC_SLTM\TBAC-SECTIONS\GRD-SECTIONS.dwg [13] P:\27238\PLN\Applications\TM\TBAC_SLTM\TBAC-ConserveEsmt.dw 15:52:27 shaskell
PROPOSED DESCRIPTION EXISTING
STORM DRAIN LINE
STORM DRAIN MANHOLE DROP INLET
INLET/OUTLET
(SIZE INDICATED) SLOPE
STREET GRADE CENTERLINE ELEVATION
15"SD
103.03
0.4%
103.03
0.4%
15"SD LEGEND
CANYON DRAIN 4"CYN
JUNCTION BOX
27238.TOLL.ENT SUB4
SEE SHEET 7
SEE SHEET 8
B
B
D D
C C
B B
F
F G
G
E E MATCH LINE
SEE ABOVE - THIS SHEET
MATCH LINE
SEE BELOW - THIS SHEET
A A WHITE ROCK ROAD
MANGINI PARKWAY
HYDRO-MODIFICATION
BASIN No. 15 DETNTION
BASIN No. 4
SEE SHEET 7
06/23/2026 Item No.18.
392
390
389
388
373
373.4
372.2
388.9
388.2
387.3
392
391
386.8
389.8
390.6
387
386
385 386.4
389.3
386.9
390.1
372
385.4
387.4
373.1
372.7
371.6
375.6
375.7
385.4
388.4
384.8
389.0
391.5
392.2
390.3
391.8
388.7
390.6
383.9 383.0
386.0
380.8
24"SS 18"WM-Z3
18"WM-Z2 18"WM-Z2 18"WM-Z2 18"WM-Z2 12"WM-Z2
18"WM-Z2 12"WM-Z3
18"WM-Z3 18"WM-Z2
12"NP-Z2 12"NP-Z2 12"NP-Z2 12"NP-Z2
12"NP-Z2 12"NP-Z3 12"NP-Z2
12"NP-Z2 8"WM-Z2 12"NP-Z2
24"SS
24"SS
24"SS
24"SS
24"SS
24"SS
8"SS
24"SS
24"SS
24"SS
24"SS
24"SS
24"SS
24"SS 24"SS 24"SS 24"SS 8"SS 8"SS 8"SS 8"SS 8"SS
8"SS
381.9
381.7
383.3
384.6
384.5
384.2
384.5
385.5
385.7
385.4 385.8
386.1
386.3
387.1
385.8
385.7
385.6
385.6
386.8
386.2
386.5
387.4
387.5
389.2
388.5
388.5
382.8
382.5
383.4
385.4
386.6
387.8
384.2
366.7 364.6
363.5 363.6
363.0
363.1
363.9
364.4
361.5
361.5 362.8
360.6
359.2
382.8
379.5
382.3
359.6
360.5
360.6 361.1
361.2
363.6
364.9
363.7
363.8
363.3
363.7
363.5
362.7
361.6
362.5
364.5
364.9
364.6
364.7
364.3
365.6 365.5
365.6
366.2 367.4
363.6
364.5
359.4
365.1
365.6
365.4 365.5
366.4
366.5
367.2
367.4 368.3 368.6
369.4 370.4
370.8
371.2
371.4
371.7
353.7
354.6
352.5355.1
358.6 357.9
347.5
343.8
359.6
360.2
360.7
360.3360.2
360.3
360.3
361.3
361.6
361.3
361.1
339.7
335.4
328.5
337.5
332.7
382.6
364.6
364.5
360.4
364.5
365.6
362.6
339.4
351.5 351.4
351.4
352.3
351.7
352.8
353.6 353.4
351.2
351.9
350.9
350.6
355.2
352.6
346.5
344.7
372.5
372.6
372.2
371.8
368.2
368.6
368.5
367.5 367.4
367.4
367.5
369.3 368.5
368.8
368.7 366.3
365.8
364.6
365.6
365.9
365.3 365.4
366.5
366.2 366.7 366.4
359.5
359.6 359.9
358.7
358.3
370.2
356.7
363.6
366.8
366.7 364.5
364.1
363.7
372.0 371.9
362.4
316.5
318.3
315.5
314.4
313.2
321.0
336.5
365.7
364.5
353.3
356.1
356.3356.5
356.6 357.5
357.5
357.3
358.2
359.3
359.3
362.5
362.3
361.8
361.4
360.8
360.4
345.6
361.0 361.3
361.3
363.2
363.4 364.7
365.7
366.3
366.7
381.6
381.9
383.7
383.6
383.5
382.2
383.5
380.8 384.3
384.6 384.1
384.5
384.2
384.1
383.8
383.9
382.5
382.6
382.4
382.7 382.7 382.6
382.8
382.6
382.8 383.7
384.6 385.4
385.3
385.4
385.7
380.3
379.6
384.4384.8
383.7
382.6
383.1
383.9
382.5
372.8
372.6
347.1
362.8
363.6
363.3
364.5
364.6 364.3
364.4
365.6 366.1
365.8
365.7
365.4
365.3
370.7
370.3
370.9
357.6
363.6
358.9
371.5
372.4
372.6
372.3
372.2
372.6
372.2
373.3
372.3
372.4
371.6
371.5
371.6
371.1
371.4
371.3
371.6 371.6
369.8
369.4
359.7
358.5
380.5
383.9
383.2
385.1
375.8
377.2
377.6
371.6
349.9
366.4
362.6
364.6
362.2 383.6
370.9
367.8
370.4 371.5
382.8
369.4
370.1
370.0 370.3
370.7
370.7
370.6
371.5 371.6
369.5
369.7
369.6
369.4
369.8
369.5 368.6
368.4 367.4
371.7 371.0
371.4
370.7
372.5 372.6
371.4
370.5
369.3
364.6
365.5
366.8
369.4 370.7
371.8
371.4 371.7
371.2 372.8
372.4
372.3
372.7 371.3
371.8
371.3 379.7
380.5
381.5
376.6
378.5
379.4
381.6
382.6
383.7
384.6
385.5 386.6
387.9
388.7
389.5
389.7
385.7
385.5
384.9
383.6
381.7 382.5
383.9 383.6
382.7
381.8
381.7
379.5
377.2
378.6 380.8
380.4
381.2
380.9
380.6
380.6
380.7
378.1
378.3
376.1
374.6
374.4
373.6 373.4
379.8
379.5 379.3
379.4
380.2 380.3
381.8
381.3 380.3
380.3
379.4
378.4
377.5
376.8
371.3
372.8
369.2
367.5
368.8
368.3
368.5
363.6
364.7
383.3
383.4
383.6
381.7
383.8
384.6 383.3
383.3
382.2
382.4
381.5
381.4
381.4
380.6 382.4 382.7
367.3
365.3
361.5
362.5
381.8
384.7 387.4
372.0
371.4
370.8
370.2
369.7
369.2
368.7
368.3
384.3
384.0 384.4
384.3
386.8
386.2
387.6
386.4
388.7
389.9
388.5
385.3
384.5
389.3
390.5
389.6
389.7
388.6
388.9
388.9
385.4 387.5
387.4
389.4
391.8
389.6
377.4
384.3
385.3
385.8
386.0 383.2
383.5
382.5
390.2 389.9
389.7
387.5
386.6
386.7
386.9
386.6
385.3
385.6
385.5
385.6
385.6
384.6
386.4
386.6 386.4
386.5
386.4
386.1 388.1
388.6
388.4
388.5
389.6
387.6
385.3
384.4
384.5
385.2 385.3
385.6
385.6
386.6
386.5 386.1
386.5
387.7 387.5
388.3 388.5
388.6
385.4
383.8
384.6 383.5
383.6
382.6 382.3
384.4
389.5
385.6
380.4
384.2
384.3
384.8 384.6
384.5
385.4
383.7
384.0
382.2
381.6
382.9
383.9
383.5
383.2 383.5
382.2 381.2
383.8
384.5
384.7
387.6
386.5
385.3
385.4387.4
386.2
387.7
373.4
374.4
378.1
378.3
378.3
377.7
381.8
383.3
383.4
386.6
373.6 373.3
393.6
393.7
393.3
392.5
389.9 372.4
373.7
303.2 303.6
306.2
306.7 306.6
304.8
376.3
382.2 381.3 381.7
376.2
380.6
341.5
342.8 345.3
347.8
371.6
375.9
384.5
383.3
367.4 367.3
374.5
375.7
383.1
384.3
383.6 382.3
382.3
381.6
381.8
351.3
395.5
396.4
396.2
392.7
389.5
388.3
387.4
386.7
366.4
354.4
381.6
392.6
393.5
392.3 392.4
391.4
391.1
391.5
391.5
391.2 390.9
390.6 389.5
389.5
388.3
387.1 385.7
385.3
392.5
394.9 394.4
394.5
395.5
395.9
395.3
394.4
392.6
392.4
392.6
393.7
393.6
393.3
392.6
392.5 392.7
394.6
394.3 395.4
396.3
395.7
395.3
396.3
396.9 394.7
393.5
391.3 389.7
390.5
389.6
390.5
390.2
391.8
394.6
395.7
392.5
391.0
391.7
390.5
380.3 384.9
381.7
390.6
392.9
386.7
370.6
366.6
358.9
372.7
392.4
392.3 392.5
392.1 391.3
392.6
376.2
376.6 375.6 375.2
377.2
378.0
378.3
373.5 374.5 374.8
373.8
378.5
377.5
376.9
376.3
376.1
376.1
375.9
374.6
374.4
374.8 374.5
374.8
374.5
394.6 387.3
388.7
392.8 392.5
392.8
392.1
393.6
393.3
393.3
392.8
393.5
393.8
392.4
392.1 387.4
375.1 375.3
374.4
373.4
373.7
373.8
373.4
373.4
375.8
375.4
375.7 375.4
375.1
373.6 373.4 372.8 372.4
374.8374.9
374.6
374.5
374.4
379.8
352.3
354.5
357.7
371.2 370.4
370.8 370.5 372.4 371.5 371.2 372.6 371.7 371.2 370.6 370.3 369.7
369.4 369.5
369.3
371.8 372.5
369.6
368.5
368.9
373.0 373.2
373.3
373.8
373.8
371.5
371.8
371.8
373.8
374.0
373.7
373.8
374.3 374.3
374.7
374.3
390.4
391.7
390.6
374.7
373.6
307.6
306.8
107
392.44
112
348.77
113
345.53 114
357.78
102
383.76
OAK AVE PKWY
MANGINI PKWY
380
380
385
375
380
370
365
365
370
370
370
365
360
365
365
360
355
350
345
340
335 330
325
320
315
315
320
325
330
335 350
345340
335
330 320325
315
310 305
360
365
355
350 345
340 335
330 325
320
390
385
380
375 365
370
360 355
350 345
340 335 330 325
320 315
305
345 340
335
330
325
350
345 340 335 330
340
345
350
355
360
360 355
350
345
340 335 330 325
320
315
365
370
365
360
355
355
360 365 350
350
350 345
345
340 340
390
385 380
375
370
365360 355
350
345
340
340
340
345 355 350 360
365
365
370
375
380
380
315
310
320 325
330
335
340 330 335 325
310
305
380
375
370 365
360 355 350
345
330 335 335 340 345
355
360 365
370
370
365
360
355
370
375 380
385
375
370
365 360
355
350
345 340
395
395
385
390
380
375
375
376
375
370
375
380
385
390
395
385
380
375
370
365
360
385
380
375
385
375
374
380 385
375
375
380
385
385
360
355
360
345
340
380
380
385
375
380
370
365
365
370 370
370
365
360
365
365
360 355
350
345
340
335
330 325
320
315
315
320 325330
335 350
345
340 335
330 320325
315310 305
360
365
355
350
345
340 335
330
325
320
390 385
380
375 365
370 360
355
350 345
340 335
330
325 320 315 305
345
340
335
330 325
350
345 340 335 330
340
345 350
355
360
360
355
350
345
340 335 330
325 320
315
365
370
365 360
355
355
360
365 350
350
350 345
345
340
340
390
385 380
375 370 365 360 355
350
345 340
340
340
345 355 350 360
365
365
370
375 380
380
315
310 320
325330
335
340 330 335
325
310
305
380
375 370
365
360 355
350
345
330 335 335340345
355360
365
370
370 365
360
355
370
375 380
385
375 370 365
360 355 350
345
340
395
395
385
390 380
375
375
376 375
370
375 380
385
390
395
385 380
375
370
365 360
385
380
375
385
375
374
380
385 375
375
380
385
385
360 355
360
345
340
36"SD
360
LC-4
LC-5
OSLC-11
OSLC-10A
OSLC-9
OSLC-6
OSLC-7
OSLC-8
OSLC-4
OSLC-3
OSLC-5
OSLC-10B
PARKWAY
HAVEN
COURT 2
STREET M
STREET H
STREET O
STREET O
STREET N STREET N
STREET L
STREET J
STREET I
PKWY
STREET A
STREET P
STREET P
STREET P
STREET Q
STREET R
STREET N
STREET H
HAVEN 18"SD
12"SD 12"SD 36"SD
48"SD
48"SD
36"SD
54"SD
42"SD 36"SD 24"SD
48"SD 48"SD
36"SD 36"SD 072-0060-102
072-0060-098 ALDER CREEK WEST IMPROVEMENT CO LLC
ALDER CREEK WEST
IMPROVEMENT CO LLC
072-0060-102 ALDER CREEK WEST
IMPROVEMENT CO LLC
6"NP-Z2
24"SD
18"SD
36"SD
30"SD
18"SD
18"SD
15"SD
15"SD
30"SD
30"SD
30"SD
18"SD 18"SD
15"SD
15"SD
15"SD
18"SD
15"SD
15"SD 18"SD
36"SD
15"SD
24"SD
15"SD
24"SD
15"SD
36"SD
36"SD
24"SD
18"SD
15"SD
30"SD
15"SD
18"SD
60"SD
15"SD
15"SD
18"SD
18"SD
DE
DE LC-15 LC-16
LC-14 LC-11 LC-12 LC-13 LC-17 LC-10 LC-9
LC-8
LC-6
OSLC-12
OSLC-13
OSLC-15
OSLC-14 OSLC-16 OSLC-17
OS-4
LC-7
OS-5 OS-6
OS-2
OS-1
Lot H Mini Park
OS-3
Lot M
Open Space Lot E Mini Park Lot F Mini Park
Lot N
Open Space
Lot D
Private Park
Lot G
Mini Park
Lot T Open Space
LC-24
LC-25
STREET HH
STREET AA COURT 6 COURT 5 STREET C
COURT 4
COURT 10
STREET T
COURT 7
STREET G
STREET C STREET K
STREET B OAK AVENUE PARKWAY MANGINI PARKWAY STREET B
STREET S STREET T STREET USTREET VSTREET W
STREET X
STREET Y
STREET Z STREET W
STREET W
STREET AA
STREET BB
STREET CC STREET DD STREET EE STREET FF STREET BB STREET GG
STREET II STREET JJ
STREET KK
STREET JJ STREET JJ
STREET BB
STREET B COURT 9
STREET KK
COURT 8 STREET EE
GB=364.15 GB=368.69 GB=368.46
GB=370.05
GB=363.98
367.59
GB=365.77GB=365.62
GB=367.26
GB=367.08 GB=366.85
GB=367.91
377.55 GB=375.37
GB=378.02 GB=376.62 GB=375.20 FG=375.35 379.17 GB=380.60 384.97 GB=379.64 GB=375.67
GB=378.28
374.50 GB=370.03 GB=374.19 GB=369.93 GB=373.86 GB=374.48 GB=374.33 GB=380.30 GB=370.10
GB=369.38
GB=369.20 8 GB=369.80 GB=375.47 GB=377.50 GB=380.00 GB=380.96 GB=382.00 GB=383.04 GB=379.70 GB=382.74 GB=382.40
GB=374.14 GB=373.78GB=373.57 GB=375.15
GB=377.63 GB=377.46 GB=381.70
GB=374.67 GB=374.50 GB=380.66 GB=378.65 GB=377.70 GB=376.04 379.30 GB=377.23 GB=377.40 GB=377.40 GB=379.20 GB=378.75 GB=377.95 GB=378.29 GB=377.23 GB=377.93 GB=378.89 384.03 GB=382.22 GB=376.50 GB=374.97 GB=370.86 370.01 GB=370.56 GB=371.56 GB=370.34 371.95 GB=375.74 GB=375.54 GB=379.89 GB=375.74 GB=372.35 379.45 GB=381.92
GB=380.19 GB=378.73 GB=378.90 GB=378.90 GB=378.67
376.42 OVERALL
377.90
GB=375.71 GB=375.41GB=374.96 GB=376.04
GB=375.43 GB=375.28 GB=375.16
GB=377.65
GB=376.70
GB=374.73
GB=375.41
GB=377.09
371.17 GB=376.92 GB=379.69 GB=374.78 GB=379.69 GB=377.75 GB=368.69 GB=368.52 GB=370.35
GB=369.49 GB=369.32
GB=370.15
GB=367.65
GB=369.85
GB=374.94
GB=369.70 GB=373.61 GB=377.20
GB=367.63 GB=367.46 GB=368.94
GB=375.24
GB=377.05
GB=373.31 GB=366.54 GB=366.40
367.09 GB=367.35
GB=365.71 GB=366.75 GB=365.41
GB=362.55
GB=362.38
GB=363.86
364.01 GB=363.56
GB=363.39 GB=363.53 GB=364.41 GB=365.13
GB=366.76 GB=364.93
367.50 GB=369.75
GB=368.82 GB=368.32 GB=356.00GB=355.28
GB=385.36
GB=354.77
354.30
GB=354.05
GB=355.91
GB=360.78
GB=358.51
356.24
GB=355.61 GB=355.44 GB=355.76 GB=356.64
358.89
GB=358.21
GB=358.04GB=358.43 GB=359.29
362.75 361.10
361.48
EL=358.37
366.57 GB=367.93 GB=369.00 GB=368.50 GB=367.80 GB=367.39 GB=364.46 GB=362.86 GB=361.30
GB=360.58
GB=360.33
GB=361.09
GB=365.44 GB=366.08 GB=366.85 GB=367.39
GB=376.40 GB=376.23 GB=378.35 GB=377.39 GB=373.93 374.43 GB=373.74 GB=376.20 GB=374.46 LP=375.73
Lot A
Park
10.0 ± AC
Lot B
Elementary School 10.0 ± AC
EXISTING CONSERVATION
EASEMENT, TYP.
12"SD 60"SD P=356.3 P=356.6 P=356.2 P=356.6 P=357.1 P=357.6 P=358.1 P=358.6 P=359.1 P=359.5P=360.0 P=360.5P=361.0P=361.5P=362.0 P=361.2 P=360.8 P=360.4 P=360.7 P=360.7 P=360.6 P=360.3 P=359.6 P=359.1 P=358.6 P=358.1 P=357.8 P=358.0 P=357.9 P=357.3 P=356.0 P=363.2 P=363.8 P=364.2 P=364.6 P=365.0 P=365.3 P=365.7 P=364.0 P=365.9 P=367.5 P=368.1 P=368.5 P=368.9 P=369.2 P=369.5 P=369.5 P=369.3P=369.0 P=368.7 P=370.3 P=371.0 P=371.4 P=371.4 P=370.9 P=370.4 P=369.9 P=369.4 P=368.9 P=368.4 P=367.9 P=367.4 P=366.9 P=366.4 P=366.2 P=366.6 P=366.9 P=367.2 P=367.5P=367.8 P=368.2 P=368.5 P=368.8 P=369.1 P=369.4 P=369.8 P=370.1 P=370.4 P=370.7 P=371.7P=371.4 P=370.5 P=370.2 P=369.9 291 290
289
288
287
286
285
284
283
282
281
280
279
278 277
307 306
305
304
303 302
301
300 299
298
297 296 295
294
293
292
308
309
310 311
312
313
314
315 370 346
347
348
349
350 351 352
353
354 355 356 357
358
359
360 361
362 363 364 365
366 367
368
369 316
317 318
319
320
321
322
323 324 325 326 327
328
329
330
331
332
333 334
335
P=370.1 P=370.5 P=371.1 P=370.8 P=370.2 P=369.3 P=368.9 P=368.1 P=369.7 P=378.5 P=378.0 P=377.5 P=377.1 P=378.6 P=379.1 P=379.5 P=380.1 P=380.7 P=381.2 P=381.0 P=381.0 P=379.6 P=379.1 P=378.7 P=378.2 P=377.8 P=377.3 P=376.9 P=377.5 P=377.1 P=379.2 P=378.8 P=378.4 P=378.0 P=363.9 P=364.2 P=364.5P=364.8 P=365.1 P=365.4 P=365.7P=366.0P=366.3P=366.6 P=368.4 P=367.7 P=367.1 P=366.7 P=366.8 P=367.1P=367.6P=368.2P=368.5P=369.2P=369.6P=370.3P=370.7P=371.4P=371.4P=371.2P=370.9 P=371.2P=371.5P=371.9P=372.2P=372.6P=372.9P=373.2P=373.6P=373.9 P=374.1 P=373.6 P=372.9 P=372.4 P=371.7 P=371.2 P=370.5 P=370.0 P=369.3 P=368.8 P=366.5 P=368.1 P=366.7 P=366.9 P=367.2 P=367.5 P=367.7 P=367.9 P=368.1 P=368.4 P=368.4 P=368.2 P=367.9 P=367.6 P=367.4 P=367.4 P=367.7 P=368.1 P=368.4 P=366.5P=368.1 P=368.2 P=367.9 P=367.6 P=367.4 P=367.2 P=368.0 P=366.7 P=366.5 P=366.1 P=366.4 P=365.7 P=365.5 P=365.2 P=365.0 P=364.7P=364.6 P=364.9P=365.4 P=365.7 P=365.7 P=365.7 P=365.4 P=365.7 P=366.0 P=366.3 P=379.1 P=378.0 P=376.3 P=374.2 P=372.9 P=371.8 P=371.3 P=371.1 P=370.9 P=370.6 P=370.4 P=370.1 P=369.1 P=369.9 P=368.8 P=370.5 P=371.4 P=372.2 P=373.1 P=373.9 P=374.8 P=375.6 P=376.4 P=376.9 P=377.4 P=378.0 P=377.2 P=377.5 P=376.8 P=376.3 P=375.7 P=375.2 P=374.6 P=374.1 P=373.5 P=373.0 P=372.5 P=371.9 P=371.1P=371.5P=371.9P=372.3P=372.7P=373.0P=373.4P=373.8P=374.2P=374.6P=375.1P=375.5 P=375.9 P=375.6 P=374.9 P=374.1 P=373.4 P=372.6 P=371.9 P=371.2 P=370.4 P=369.7 P=369.0 P=368.0 P=368.6 P=369.2 P=369.9 P=370.5 P=371.2 P=371.9 P=372.7 P=373.4 P=373.9 P=372.7 P=372.9P=373.2P=373.4P=373.6 P=373.8 P=374.2 P=374.3 P=374.5P=374.7 P=375.1 P=374.9P=375.2 P=372.6P=372.8 P=373.0 P=373.9 P=374.2 P=374.4P=374.6 P=372.4 P=371.4 P=371.6 P=371.9P=372.1 P=375.7 P=376.1P=376.4 P=376.8P=377.1P=377.4 P=377.8P=378.1 P=378.5 P=378.8P=379.1 P=379.5 P=379.8 P=380.2P=380.5 P=380.9P=381.2 P=380.8 P=381.2 P=378.5P=378.8P=379.1 P=379.5 P=379.8 P=380.2P=380.5 P=375.9 P=376.1 P=376.4 P=376.8P=377.1P=377.4 P=377.8P=378.1 P=380.6 P=381.8P=382.1P=382.3P=382.6P=382.9 P=383.1P=383.4P=383.7 P=383.9P=384.2P=384.6P=385.0 P=385.4P=385.8P=386.1P=386.4 P=376.5 P=376.1 P=376.0 P=376.6 P=378.2 P=380.5 P=383.0 P=384.6 P=385.4 P=385.9 P=386.3 P=385.6P=385.6P=386.4P=386.4 P=386.3 P=383.5 P=385.3 P=383.3 P=383.0 P=382.8 P=382.5 P=382.2 P=381.9 P=381.7 P=381.4 P=381.2 P=380.9 P=379.3P=379.3 P=380.1 P=379.5 P=379.8 P=379.3 P=379.6 P=380.0 P=380.3 P=380.7 P=382.1 P=381.5 P=381.9 P=382.3 P=382.6 P=383.5 P=383.3 P=383.0 P=382.8 P=382.5 P=382.3 P=382.0 P=381.8 P=381.5 P=381.5 P=382.2 P=382.2 P=381.5 P=381.5 P=380.8 P=380.8 P=380.1 P=380.1 P=379.4 P=379.4 P=378.8 P=379.1 P=378.8 P=379.1 P=379.5 P=379.5 P=379.9 P=379.9 P=380.3 P=380.3 P=380.8 P=380.8 P=381.2 P=381.2 P=381.2 P=381.2 P=380.8 P=380.8 P=380.4 P=380.4 P=381.0 P=378.1 P=381.0 P=378.1 P=378.7 P=378.7 P=379.4 P=379.4 P=380.2 P=380.2 P=377.0 P=377.8 P=377.4 P=377.6 P=377.8P=377.8 P=377.4 P=377.4 P=377.9 P=377.9 P=378.4 P=378.4 P=378.9 P=378.9 P=378.5 P=379.0 P=378.5 P=379.4 P=379.0 P=379.4 P=379.4 P=379.4 P=378.2 P=379.7P=379.7 P=380.3 P=380.3 P=379.6 P=379.6 P=377.6 P=377.6 P=377.1 P=377.1 P=377.1 P=377.1 P=377.1 P=372.5 P=372.5 P=373.6 P=373.6 P=374.7 P=374.7 P=375.7 P=375.7 P=376.3 P=376.3 P=376.5 P=376.5 P=376.8 P=376.8 P=376.7 P=376.7 P=377.1 P=376.3 P=376.3 P=376.7 P=376.7 P=376.7 P=376.7 P=377.3 P=377.3 P=377.7 P=377.7 P=378.2 P=376.9 P=376.9 P=376.9 P=378.4 P=376.9 P=378.4 P=378.4 P=378.4P=378.4 P=378.4 P=378.4 P=378.3P=378.4 P=378.3 P=378.3 P=378.3 P=380.1 P=380.5 P=380.8 P=381.2 P=378.9 P=378.9 P=378.9 P=378.9P=377.9 P=377.9 P=377.9 P=377.9P=377.0 P=377.0 P=377.0 P=377.0P=375.9 P=375.9 P=375.9 P=375.9 P=375.9 P=375.9 P=375.9 P=375.9 P=377.0 P=377.0 P=377.0 P=378.0 P=377.0 P=378.0 P=378.0 P=379.0 P=378.0 P=379.0 P=379.0 P=379.0 P=380.9 P=380.9 P=380.9 P=380.9 P=379.2 P=379.2 P=379.2 P=379.2 P=377.3 P=377.3 P=377.3 P=377.3 P=376.4 P=376.4 P=376.4 P=376.4 P=377.9 P=377.9 P=377.9 P=379.6P=377.9 P=379.6 P=379.6 P=381.5P=379.6 P=381.5 P=381.5 P=383.0P=381.5 P=383.0 P=383.0 P=383.0 P=381.5 P=381.5 P=381.5 P=381.5 P=380.6 P=380.6 P=380.6 P=380.6 P=379.9 P=379.9 P=379.9 P=379.9 P=379.2 P=379.2 P=379.2 P=379.2 P=379.4 P=375.3 P=375.3 P=375.3 P=375.3 P=375.3 P=375.3 P=374.3 P=374.3 P=374.3 P=374.3 P=374.3 P=374.3 P=373.3 P=373.3 P=373.3 P=373.3 P=373.3 P=373.3 P=372.4 P=372.4 P=372.4 P=372.4 P=372.4 P=372.4 P=371.4 P=371.4 P=371.4 P=371.4 P=371.4 P=371.4 372.4 372.0
371.5 371.8
372.0
372.3 P=371.5 P=371.5 P=371.5 P=371.5 P=371.5 P=372.5 P=371.5 P=372.5 P=372.5 P=372.5 P=372.5 P=373.4 P=372.5 P=373.4 P=373.4 P=373.4 P=373.4 P=374.3 P=373.4 P=374.3 P=374.3 P=374.3 P=374.3 P=374.3 P=375.4 P=375.4 P=375.4 P=375.4 P=375.4 P=375.4 P=374.6 P=374.6 P=374.6 P=374.6 P=374.6 P=374.6 P=373.7 P=373.7 P=373.7 P=347.3 P=374.3 P=374.3 P=372.9 P=372.9 P=372.9 P=372.9 P=372.9 P=372.9 P=372.9 P=372.9 P=372.9 P=379.3 P=372.9 P=372.9 P=373.7 P=372.9 P=373.7 P=373.7 P=379.3 P=379.3 P=373.7 P=373.7 P=374.6 P=373.7 P=374.6 P=374.6 P=374.6 P=374.6 P=375.4 P=374.6 P=375.4 P=375.4 P=375.4 P=375.4 P=375.4 P=377.6 P=377.6 P=377.6 P=377.6 P=377.6 P=377.9 P=378.4 P=378.4 P=378.4 P=378.4 P=378.4 P=378.4 P=373.3P=373.5P=373.7
373.5
369.9
P=378.0
336 337 338
339
340
341 342
698 693 696 695
694
693 692
691 690
689 688 687
686
685 684
683
682
681 680 703 704 699 700 701 702
416
417
418
419
420
421
422 423
424
425 426
427
428
429 444
445
446
447
448 449
450
451
452 453
454
455
456
457
458 459
460 461
462
463 464
465 466 467
468
469
470 471
472
473
474
475 371 476 372
373
374
375 376
377 378
379
380
381
382 383
384
385
386 387
388
415 389
390
391
392
393
394 395
396
397 399 398 400
401
402 403
404 405
406
407 408 409
410
411
412
413 414
535 536
537
538 539
540
541
542
543
544 545
546
522 547 523
524 525
526
527
528
529
530
531
532
533 534
511 510 509 508
507
506
505 504
503 502
501 500
499 498
497 496
495
494 493
492 491
490
489
488 487
512
513
514 515
516
517
518 519
520
521 477
478
479 480
481
482
483484
485486
548 549 550 551 552553 554 555
556 557 558
540 559 575 574 573 572 571 570 569 568 567 566 565564 563 562 561 576 577 578 579 580 581
582 583 584585 586
587588 589
590 591 592
597 596 595
594 593 608 607
606 605 604 603 602 601 600 599598 609 610 611 612 613 614 615616 617 618619 620 621 622 623 624 625 626 679
678677
676
675
674
673
672 671
670 669
668 666 667 664 665 663 662 661
660
659
658657
656655
654653
652
650 651
639 637 638
636
635
634
633 632
631
630
628
629
627 649
648 645
646
647
644
707
641
708
705
643
642640
706
709
710
711
712 713
714
715
717 716
718
719
720
721
722
723 724
725
726 727
728 729
730
731
732
733 734
735
737 736
738
739
740
741
742 743
744 750 745
749 748747 746 751 752753 754755
756
757 758
759 761760 763762 765 764 766
773 771 772
770
769
768
767 808
807
806 805
804
803 785
802
801800
799
798 797 796
795
794
793 792 791
790 789
788 787
786 784
783 782
781 780779
778
777
776 775
774
909
908 907
905 906 903 904
901 902
897 900
897 898 895 896
894 893
892 891
890 889
888 887
886 885
884 883
882 881 880 879
878 877 876 875
874
873
871 872
870 869
867 868
865 866
863 864
861 862
859 860
858
857
856 855
854 853
852 851
850 849
848 847
846 845 844 843842 841
839 840
837 838
835 836
833 834 831 830
829 830
827 828
826 824 825 823 822 820 821 819 818
815 816
815 814
813 812
811
810
809
1033 1032
1031 1030
1029
1028 1027
1026
1025 1024
1023
1022 1021
1020
1019 1018
1017
1016 1015
1014
1013 1012
1011
1010 1009 1008
1007 1006
1005
1004
1003 1002
977 976
975
974
978
979
981 980
982 984 983
985 987 986
988
990 989
991
993 992
994
996 995
997
999 998
1000
1001 950
951 952 953
954
955 956
957
958 959 960
961 962 963
964 965
966
967 968
969
970 971
972
973
949 948
947
946
945
944
943
941 942
940
939
937 938
936
935
933 934
932
930 931
929
927 928 926
924 925
923 922
921
920
919 918
917
916 915
914 913 912
911 910
345 344 343
P=366.2 430
P=365.7 431
P=365.2 432
P=364.8 433
P=364.4 434
P=363.8 435
P=363.8 436
P=366.1 443
P=363.7 438
P=364.2 439
P=364.7 440
P=365.2 441
P=365.7 442
P=363.6 437 15"SD 15"SD 18"SD
15"SD 15"SD 15"SD
18"SD 30"SD
15"SD
60"SD 18"SD
18"SD
15"SD
36"SD
18"SD 24"SD
36"SD
36"SD
30"SD 36"SD
15"SD
30"SD
18"SD
36"SD
15"SD 24"SD
36"SD
30"SD
18"SD
24"SD 24"SD 18"SD
18"SD 24"SD
30"SD 15"SD
18"SD
15"SD
15"SD 15"SD 18"SD 18"SD
15"SD 15"SD 36"SD 15"SD 18"SD
15"SD 15"SD 30"SD
24"SD 18"SD 24"SD
18"SD 15"SD
18"SD
18"SD
18"SD
24"SD
18"SD 18"SD
15"SD
18"SD
36"SD
12"SD
30"SD 18"SD
18"SD
24"SD
4 60"SD
60"SD
60"SD
36"SD
2"SD 30"SD
30"SD
36"SD 30"SD 18"SD 30"SD 24"SD
60"SD
15"SD
24"SS
VARIES 2:1 MAX6' WALK2' VARIES GRADING SECTION
NTS
R/W
BUILDING PAD
VARIES
LANDSCAPE CORRIDOR
P/L D
WOOD FENCE OR MASONRY SOUNDWALL 2%
2' VARIES 2% MIN - 8:1 MAX
BUILDING PAD MASONRY RETAINING WALL BUILDING PAD
(HEIGHT VARIES) P/L GRADING SECTION A NTSWOOD FENCE
P/L GRADING SECTION
NTS B
BUILDING PAD MASONRY RETAINING WALL WITH MASONRY SOUNDWALL (HEIGHT VARIES) VARIES
LANDSCAPE CORRIDOR
R/W
6' WALK
2%
2:1 MAXVARIES BUILDING PAD
2' P/L VARIES GRADING SECTION C NTS OPEN VIEW
FENCE
2:1
EXISTING GROUND
P/L GRADING SECTION
NTS E
BUILDING PAD MASONRY RETAINING WALL WITH MASONRY SOUNDWALL (HEIGHT VARIES) VARIES
LANDSCAPE CORRIDOR
R/W
6' WALK
2%
2:1 MAXVARIES BUILDING PAD
2' P/L BUILDING PAD VARIES GRADING SECTION
NTS F WOOD FENCE
P/L BUILDING PAD
2:1 MAX
2' GRADING SECTION G NTS
BUILDING PAD
VARIES MASONRY RETAINING WALL
(HEIGHT VARIES) WOOD FENCE
a portion of the Folsom Plan Area Specific Plan
Folsom, CA PRELIMINARY GRADING & STORM DRAIN PLAN VESTING TENTATIVE SUBDIVISION MAP TOLL BROTHERS at ALDER CREEK
Sheet 7 of 12
0 50 100 200 SCALE: 1"=100' N 5-13-2026 P:\27238\PLN\Applications\TM\TBAC_SLTM\SLTM-AC-SUB-05_20260513\07-TBAC_SLTM-S5-EAST-PGP.dwg [1] P:\27238\PLN\Applications\TM\TBAC_SLTM\P-ADJ-TBAC.dwg [2] P:\27238\PLN\Applications\TM\TBAC_SLTM\_P-CS-TBAC.dwg [3] P:\27238\SRV\Topo\Aerial\D-TP-EG-ACW.dwg [4] P:\27238\PLN\Applications\TM\TBAC_SLTM\_P-M-IP-TBAC-SLTM.dwg [5] P:\27238\PLN\Applications\TM\TBAC_SLTM\_P-M-IP-TBAC-SLTM.dwg [6] P:\27238\PLN\Applications\TM\TBAC_SLTM\_P-M-GP-TBAC-SLTM.dwg [7] P:\27238\PLN\Applications\TM\TBAC_SLTM\_P-CS-TBAC.dwg [8] P:\27238\PLN\Applications\TM\TBAC_SLTM\MS_ETA-M-GP-ACW-C3D CL GRADES.dwg [9] P:\27238\PLN\Applications\TM\TBAC_SLTM\D-EX-FPA-PH1-TBAC.dwg [10] P:\27238\PLN\Applications\TM\TBAC_SLTM\GRD-ST-NAMES.dwg [11] P:\27238\PLN\Applications\TM\TBAC_SLTM\TBAC-SECTIONS\GRD-SECTIONS.dwg [12] P:\27238\PLN\Applications\TM\TBAC_SLTM\TBAC-ConserveEsmt.dwg 15:51:27 shaskell May 13, 2026 27238.TOLL.ENT SUB4
PROPOSED DESCRIPTION EXISTING
STORM DRAIN LINE
STORM DRAIN MANHOLE DROP INLET
INLET/OUTLET
(SIZE INDICATED) SLOPE
STREET GRADE CENTERLINE ELEVATION
15"SD
103.03
0.4%
103.03
0.4%
15"SD LEGEND
CANYON DRAIN 4"CYN
JUNCTION BOX
D
D
G G
A C C
C C
E E B B
SEE SHEET 6
HYDRO-MODIFICATION
BASIN #12
DETENTION
BASIN No. 2
A
F
F
06/23/2026 Item No.18.
48"SD 24"SD
P=326.7 P=327.0 P=327.2 P=327.6 P=327.9 P=328.2 P=328.5 P=328.9 P=330.2 P=329.5 P=329.8 P=330.2 P=330.5 P=330.8 P=331.2 P=331.5 P=331.8 P=332.1 P=332.4 P=336.2 P=337.6 P=338.5 P=339.5 P=340.4 P=341.3 P=342.3 P=343.2 P=344.1 P=345.1 P=346.0 P=346.7 P=347.7 P=347.9 P=348.8 P=355.1 P=352.6 P=351.8 P=350.2 P=348.6 P=347.0 P=345.5 P=342.6 P=344.1 P=339.5 P=341.0 P=336.3 P=337.9 P=331.1 P=334.7 P=331.5 P=332.2 P=333.0 P=333.7 P=334.5 P=335.2 P=336.0 P=336.6 P=331.5 P=333.2 P=333.0 P=333.7 P=334.5 P=335.2 P=336.0 P=330.0 P=331.4 P=332.8 P=334.2 P=335.6 P=337.0 P=337.5 P=338.8 P=339.2 P=330.0 P=331.4 P=332.8 P=334.2 P=335.6 P=329.5 P=329.2 P=356.0 P=357.2 P=358.4 P=359.5 P=360.7 P=362.0 P=363.3 P=364.5 P=365.0 P=365.0 P=364.1 P=363.3 P=362.5 P=361.9 P=361.3 P=360.6 P=360.0 P=359.4 P=359.0 P=358.1 P=357.4 P=356.6 P=355.9 P=355.1 P=354.4 P=353.7 P=352.9 P=352.2 P=351.5 P=350.7 P=350.0 P=349.2 P=348.5 P=347.7 P=347.0 P=346.3 P=345.5 P=344.8 P=344.1 P=343.9 P=343.7 P=343.4 P=343.0 P=342.6 P=342.3 P=341.9 P=342.0 P=342.4 P=344.9 P=345.7 P=346.5 P=347.2 P=347.9 P=348.6 P=349.4 P=350.1 P=350.9 P=351.6 P=352.4 P=353.3 P=354.1 P=355.0 P=355.7 P=356.5 P=357.3 P=361.2 P=361.2 P=360.5 P=359.7 P=358.7P=357.0 P=355.7 P=354.5P=353.4 P=352.0 P=351.1 P=349.8 P=348.6 P=347.3 P=346.1 P=344.9 P=343.9 P=342.8 P=341.4 P=339.4 P=339.0 P=338.6 P=345.6 P=347.2 P=348.5 P=349.7 P=351.0 P=352.8 P=354.9 P=356.2 P=357.4 P=358.7 P=359.8 P=364.2 P=363.4 P=322.8 P=321.8 P=320.8 P=320.0 P=319.5 P=318.8 P=318.0 P=317.2 P=316.4 315.6 P=312.3 P=314.6 P=316.2 P=317.3 P=318.3 P=319.1 P=319.8 P=320.3 P=320.0 P=319.4 P=318.5 315.6 P=316.3 P=317.4 P=318.8 P=319.9 P=320.6 P=321.4 P=322.0 P=322.8P=323.6 P=335.2 P=335.8 P=335.4 P=335.0 P=334.6 P=333.4 P=333.9 P=334.0 P=333.9P=331.4 P=332.5 P=331.5P=327.5 P=323.9 P=320.7 P=319.8 P=317.4 P=315.9 P=314.4 P=312.8 P=312.2 P=311.9 P=312.5 P=313.8 P=315.3 P=316.9 P=318.4 P=320.4 P=331.3 P=333.4 P=333.4 P=334.4 P=335.1 P=335.6 P=336.6 P=338.0 P=338.9 P=339.2 P=338.3 P=337.8 P=338.3 P=338.8 P=339.2 P=338.9 P=338.1 P=337.0 P=336.1 P=332.6 P=333.0 P=333.5 P=336.6P=337.0 P=337.4 P=337.8 P=338.5 P=339.0 P=338.9 P=338.5 P=331.9 P=330.8 P=329.9 P=328.9 P=328.0 P=324.8 P=324.7 P=323.8 P=322.9 P=321.3 P=325.3 P=318.6 P=317.9 P=317.2 P=316.5 P=315.8 P=315.3 P=310.5 P=311.0 P=311.4 P=312.1 P=312.5 P=312.6 P=312.4 P=311.9 P=311.1 310.9
310.2
310.0
P=320.2 P=320.8 P=321.2 P=321.7 P=322.3 P=322.6 P=323.2 P=323.4 P=325.0 P=324.8 P=322.6 P=322.1 P=321.7 P=322.1 P=322.5 P=323.0 P=325.0 P=325.1 P=324.9 P=324.4 P=324.0 P=323.7 P=323.9 P=324.2 P=324.5 P=324.8 P=324.6 P=324.4 P=324.2 P=324.2 P=324.7 P=325.0 P=325.4 P=325.7 P=327.1 P=326.5 P=326.9 P=326.4 P=326.0 P=325.6 P=325.2 P=324.6P=323.6 P=323.3 P=322.9 P=322.5P=322.2P=321.8 P=321.4 P=321.0 P=322.7 P=324.1 P=325.6P=327.0 P=328.3 P=329.3 P=330.0 P=331.9 P=331.9 P=333.9 P=334.4 P=334.8 P=335.2 P=335.6 P=335.9 P=338.4 P=330.9
1146
1323
1324
1356
1357
1358 1359
1360 1361
1362 1363
1364
1365
1366
1367
1368
1369
1370
1371
1372
1373
1374
1375
1376
1377
1378 1379 1380 1381 1382 1383 1384 1385 1386 1387 1388 1389 1390
1391
1392 1394 1402 1401 1400 1399 1398 1397 1396 1395
1403 1404 1405 1406 1407 1408 1409 1410
1393
1037 1036
1035
1034
1424
1423
1422
1421
1420
1419 1417 1418
1415 1416 1413 1414
1411 1412
1355 1354 1353 1352 1351 1350 1349 1348
1339 1340 1341 1342 1343 1344 1345
1338 1337 1336 1335 1334
1333 1332 1347
1346
1327 1328 1329 1330 1331
1326
1325
1038
1039
1040 1041 1042 1043 1044 1045 1046 1047 1048 1049 1050 1051 1052 1053 1054 1055 1056
1057
1058
1059
1060
1061
1062
1063
1064
1065
1066
1067
1068
1069
1070
1071
1072
1073
1074
1075
1076 1077
1078
1079 1080
1081 1082
1083
1084
1085
1086
1087 1088
1089
1090 1091
1092
1093
1094
1095
1096
1097
1098
1099
1100
1101
1102
1106 1105 1104 1103
1120
1121
1122
1123
1124
1125
1126
1127
1128
1129
1130
1131
1132
1133
1134 1135
1136 1137
1107
1108
1109
1110
1111
1112
1113
1114
1115
1116
1117
1119 1118
1239 1238
1237
1236
1235
1234
1233
1232
1231
1230
1260 1259
1258 1257 1256 1255 1254
1253
1252 1251 1250 1249
1248
1247
1246
1245
1244 1243
1242 1241
1240
1202 1201
1200 1199
1198
1197
1196
1195 1194
1193 1192
11911190
1189
1188
1187
1186
1185
1184
1183
1182 1181
1180
1179
1178
1177
1176
1175
1157 1156
1155 1154
1153
1152 1151
1150
1149 1148
1147
1165 1164
1163
1162
1161
1160 1159
1158
1174
1173 1172
1171
1170
1169
1168
1167
1166 1145
1144
1143
1142 1141
1140 1139
1138
1203
1204 1205
1206 1207
1218
1219
1220
1221
1223 1222 1224
1225
1226
1227
1228 1229
1261
1262
1263 1264
1265
1266
1267
1268
1269 1270
1271
1272
1273 1274
1275
1305
1306
1307 1308
1309
1300
1301 1302
1303 1304
1276
1277
1278
1279
1280 1281
1282
1283
1284
1285
1286
1287
12881289
1290
1291
1292 1293
1294
1295
1296 1297
1298 1299
1322 1321
1320
1319
1318
1317
1316 1315
1314 1313
13121311
1310 1217
1216
1215
1214 1213
1212
1211
1210
1209
1208
P=336.6 P=336.8 P=338.2 P=339.1 P=340.0 P=340.9 P=341.9 P=342.8 P=343.7 P=344.7 P=347.5 P=348.0 P=336.4 P=338.0 P=339.6 P=341.1 P=342.7 P=343.8 P=333.2 P=334.8 P=333.7 P=332.8 P=332.7 P=356.4 P=358.8 P=360.6 42"SD
42"SD
42"SD
15"SS
24"SS
24"SS
24"SS
24"SS 24"SS
24"SS 24"SS
24"SS
24"SS
24"SS
15"SS
15"SS
15"SS
15"SS
15"SS
15"SS 15"SS 24"SS 30"SS 24"SS 24"SS 24"SS
24"SS
24"SS 24"SS
8"SS
351.5
355.7
355.3
355.2
336.4
355.1
356.3
356.7
356.7
355.5
353.5
356.4
355.4 355.8
353.4
354.9
356.2
356.6
354.1
353.0
352.8 353.6
350.5
351.3
348.9
353.2 353.7
353.3
354.6
355.7
353.4
356.5
355.4
355.5
354.6
354.4
356.6
358.4
356.7
356.5
354.5
353.3
353.7
351.4
351.4
351.2
349.5
349.3
350.5
350.6
350.6
351.9
351.2
352.3
352.6
354.1
354.4
354.1
354.4
353.3
353.5
353.5
354.8 354.9
353.4
353.7
352.8
355.0
355.7
355.8
355.3
355.3
357.8
358.5
359.6
359.6
358.5
357.4
360.5
360.6
361.1
361.2
363.6
364.9
360.8
360.6
351.3 341.5
351.7
344.4
363.3 363.7
363.7
363.8
363.3
363.7
363.5
362.7
361.6
362.5
364.5 364.9
364.6
364.7
364.3
365.6
365.5
366.2
363.6
364.5
360.8
359.4
358.2
356.5
341.3 357.6
354.5
354.9
365.6
372.6
357.6
357.5
357.6
358.8
358.4
358.5
360.4
359.5 359.6
361.3 362.6
362.7 363.8
363.7
363.3
363.4
364.8
364.2
365.4 365.3 365.5
366.4
366.5 367.2
367.4
368.3 368.6
369.4
359.4
358.4
358.5
358.6
357.3
350.7
346.4
370.4
370.8
371.2
352.5355.1
358.6
357.9
359.6
359.7
360.6
361.3 361.2 362.6
363.6 358.4
358.4 357.5
354.5
356.5
357.5
355.7
356.4
358.1
323.8
322.1 322.4
321.8
321.7
329.4
356.4
347.5
343.8
359.3
359.6
360.2
360.7
360.3
360.2
360.3
360.3
360.7 361.3
361.6
361.3
361.1
359.7
358.5
341.6
355.3
339.7
335.4
328.5
325.6
322.5
319.6
318.3
317.9
313.4
313.6
312.8
309.3
301.3
298.7
297.6
296.4
293.2 300.4
299.4
300.4
337.5
334.5
337.3 339.2
339.7
340.5
340.5
341.4 341.9
342.4 344.2
309.2
309.2
305.5
298.1
294.4
292.6
336.5
340.4
335.8
339.9
340.3 330.2
334.4 333.6
334.6
332.6
330.3
332.0 331.2
330.6
334.2
334.7
334.6
314.5
332.7
349.2
329.8
330.9
329.2
329.1
308.6
333.3
333.8
335.6
334.2
334.4 334.5
333.4
331.4
311.3
334.6
340.4
339.3
328.8
295.7
330.3
329.3
331.7
309.3
305.3
294.2
317.4
316.9
316.4
315.6
289.4
292.6
294.7 294.5
295.5
293.6
293.7
292.9
289.6 315.9
339.0
338.8
338.4 339.3
339.5
335.2 335.4
335.9 335.5
334.4
338.0
326.1
328.6
326.4
324.7
325.5 323.8
323.5
322.6
321.4
321.6
322.4
320.8
320.6
319.5
319.4
319.6
319.7
320.8
319.6 319.7
320.8
321.9
321.3
322.5
322.1
321.6
321.7
319.3
320.3 320.4
320.6
321.5 320.8
318.5
319.8 319.4
319.5
321.3 318.5
318.0
317.7
318.7
318.1 318.7
318.0
318.1
319.8
319.6
319.4
319.5
318.2 320.2 322.7
315.8
313.5
311.3 308.7
308.4
316.3
317.7
338.4
321.5
319.4
319.2 318.8
318.6
317.2
317.2
317.7 317.4
317.5 317.5
316.9
312.7
314.3
314.2
315.1
314.4
313.4
312.5
312.2
311.5
311.4
317.3
314.5
310.4310.4
310.2 309.4
309.2
314.5
314.8
314.4
314.6
315.1
315.6
316.7
317.1 316.9
315.3
317.2
316.9
316.5
317.1 316.9
317.3 317.7
317.4
312.5
314.3
313.0
375.2
371.3 370.4
333.1
331.4
332.5
335.6
335.3
335.5 337.7
336.5
334.3 328.5
308.8
308.8
309.1
309.2309.1
308.8
309.3 310.3
310.4
311.6 312.6
313.2
313.8
307.4
306.5
310.6
311.9
310.9
311.4
327.2 326.5
325.6
320.8
318.2
329.2
378.3 381.7
312.8
314.5
306.3
351.6
340.8
331.5
329.4
348.5
334.2
332.5
330.7
330.5
331.2
355.6
337.7
336.7
333.3 333.4
330.4
331.4
329.1
334.8
360.6
327.5
328.5
329.1
328.9
330.7
333.3
328.6
329.0
329.7
330.2
331.4
332.4
333.3
334.6
334.5
335.5
333.6
334.2
328.6
329.4
328.5
328.8 328.6
326.6
332.5
330.4
327.4 325.5
330.4
330.6
327.4
326.5
336.0
328.7
331.6
332.7
332.7
375.7 374.3
335.5
332.5
344.5
351.3
360.4
358.2
364.5
365.6
362.6
343.6
362.6
367.8
115
312.99
266.0
117
294.26
277.7 284.7
284.6
285.6
246.8
287.7 287.7
285.8
286.5
284.6
299.5 299.2
298.8
298.4 297.6
297.3
296.6 296.4 295.6 294.5 293.5 292.5
290.4
313.5
314.3
315.2
268.0 298.4
297.4 297.6
297.3 297.2
297.3
297.6
306.5
270.6
315.8
316.6 316.3
317.7
319.6
300.3
298.9
298.6
323.5
322.9
322.4
323.2
322.4
322.2
321.8
319.1
318.6
317.6 319.8
320.4
318.6
319.3
318.9
318.4
343.1
341.3 340.6
335.6
335.6 334.8
334.6 334.8
334.3
335.4
335.6
336.2
335.3
334.4
320.3
320.8
317.4
319.8
320.7
321.7 333.6
335.2
335.7 335.9
335.6
333.6
320.0
285.9
286.6
287.8
288.5
290.1
282.1
317.8
284.6
283.7 282.6
281.6 281.6
251.9
252.6
317.3
265.6
265.6 265.5
265.6
265.6
265.5
265.5
265.5 265.7
265.9
265.5
265.7
264.7
265.2
265.2
265.2
264.6
264.6
264.9
253.7 253.2
253.5252.5
253.5
252.8
251.4
251.6
254.7
255.8
255.9
255.6 256.2
256.3 256.8
256.6
256.5 255.9
252.4
250.5
256.6
256.8
253.7 255.6
265.1
265.5
247.1 247.5 248.9
275.5 274.7 274.5
266.6
257.5
255.8
258.5
259.2
255.2
255.6
255.6 256.4
255.3
290.6
271.8
283.8
268.4
254.7 254.8
292.8
296.6 299.4
303.6 305.6 307.1
327.6
328.4
281.3
281.3
325.8
323.4 323.8
330.4
287.8
268.2
262.7 263.4
258.6
297.7
266.2
278.9
279.6
281.5
312.2
283.6
283.3
283.5
284.6 284.3
285.6
309.6
315.3
314.6
314.1
313.7
322.0
312.6
312.2
311.7
311.3
310.3
320.7
321.5
317.5
318.6
349.3 345.9
326.2
305.4
309.3 310.3 310.1 309.8
271.6
282.8
322.2
321.1 322.3
320.7
333.6
261.7
308.2 309.8
311.7
310.7
312.5 313.9
314.0
306.2
278.3
335.4
305.5
305.4
306.1
295.6
253.5
290.3
303.4306.5
307.2 308.4
307.6
306.7
307.5
304.7
322.4
326.3 325.6
325.6
324.7
325.3
324.3
335.3
345.5
339.3
324.7
306.1
304.9
311.8
316.6
303.6
303.7
304.1
305.5
305.5
305.5
305.8
306.5
309.5
338.9
349.6
347.7
350.1 347.8
321.2
322.6
319.2
317.8 319.6
311.9
318.1
316.3
316.6 315.8
317.2
314.8
314.7
311.9
311.3
311.9
312.0
311.9
314.2
316.5
311.4
308.4
310.5 309.7
307.4
306.5
305.8 305.7
308.6
305.7
305.5
306.3
305.4
305.8
305.6 305.3
306.4
305.9
305.8
305.7
346.8
306.4
308.7
308.3
310.4
313.8 310.6
309.4 307.5
304.6
305.7 303.9
305.8
323.8
321.5
322.6
323.3
323.7
323.6
324.4
324.8
325.7
325.0
323.3
324.7
325.5
326.0
321.7
334.6
335.4 340.5
344.5
303.6
303.3
323.8
295
300
305
310 315
320
320
325
330 330
335 340
345 350
355
340
335
330 325 315 315 315 310
360
335
335
330
325
320315 310
305
310
315
320 325
330
330
285290
295 300 305 310
315
320
325
330
335 315 320 325 330
335 340
345
350
310 305 310
340 345
350 355
360
365
370
380
375
370
365
330 335
310 310
315 320
325
330 335
340
350
335
340
345
335 330
375
370
365 360
355
350
345 340
335
330
330
325
320 315
375
370 365 360
355
350
345
340
355
355
340
345
350
355
360
365
350
355
345
365
370
370
365
360
355
350
345
340 335
330
325
320
315
315
310
305
300 295 295
315
310
305 295 300 305
310
340
245250
255 260
265
270
275
280
295 290
285
280 275
270265
260
285
280 315
310 305
300 295
290 285
280 275
270 265
250 255 260 265
285
260
255
250
245
250
255 260
265 270
275
280 285
295 290 285280
300
305 310
270
275
280
285 290
295
300
290
290
295
300
305
310 315
320
325
330
310 305
300
295 290
285
280
270
260
265 270
270
265
260255
250
275
270
265260
255
250
255
255
255
255 260
265
270
275
280
285
290 295
300 305310 315
320 325
330
325
310
310
315
320
325 330
335 340 345
350 355
325
325 320 315
310
305 300 295 290
285
280
275
300295
315
320 325
330 335
340
345 350
305 310 310
305
300
290295
285
310
305
300
295
290
290
285
280
275
260
265
270
275 280
280
285
290295
300
305
300
335
330
325320 315 310 305 300
295
320
325 330
335 340
335
320
315
310 305
300295
290
300305310
315
305 300
305
295 290
315
310
305
310
315
320
325
325
325
340
340
345
345
350
350
355
295
300305
310 315
320
320
325
330 330 335340 345350
355
340
335
330
325 315 315 315 310
360
335
335
330
325
320
315 310
305 310
315
320
325
330
330
285290
295
300 305
310
315320
325
330
335 315320 325 330
335 340 345
350
310
305
310
340
345 350
355
360
365 370
380
375
370
365
330 335
310 310
315 320
325
330 335 340
350
335 340
345
335 330
375
370
365
360
355
350
345
340
335
330
330
325
320 315
375
370 365 360
355
350
345 340
355
355
340
345
350
355
360 365
350
355
345
365
370
370
365
360
355
350
345
340
335
330
325
320
315
315
310 305
300 295 295
315 310
305 295
300
305
310
340
245
250
260255
265
270275280
295 290 285 280 275
270265
260
285 280 315
310
305
300 295
290
285
280
275 270 265
250 255 260 265
285
260 255
250
245
250
255
260
265
270
275
280 285
295 290 285280
300
305 310
270 275
280 285 290 295
300
290
290
295
300
305 310
315
320 325330
310
305 300
295 290
285
280 270
260
265 270
275
270
265260255
250
275270
265260
255
250 255
255
255
255 260
265 270
275280
285
290
295
300 305310 315 320
325 330
325
310
310
315
320 325
330 335
340
345
350 355
325 325 320 315 310
305 300
295 290
285 280
275
300295
315 320
325 330
335
340 345
350
305 310 310
305
300
290295
285
310 305
300
295
290
290 285
280 275
260 265 270
275 280
280
285 290
295
300 305 300
335
330 325320
315 310 305 300
295
320
325 330 335 340
335
320
315
310
305 300295
290
300305310 315
305 300 305
295 290
315
310
305
310
315
320
325
325
325
340
340 345
345 350
350 355
360
360
350
355
EXISTING CONSERVATION
EASEMENT, TYP.
072-3190-038 CITY OF FOLSOM
PROPERTIES LLC
BULLDOG OFFICE
072-3190-006
072-0060-090 AEROJET ROCKETDYNE INC ALDER CREEK WEST IMPROVEMENT CO LLC 072-0231-049 EASTON PLACE 072-0231-145 AEROJET ROCKETDYNE INC 072-0231-140 072-3190-033 EASTON VALLEY HOLDINGS LLC DEVELOPMENT CO. LLC 20' SANITARY
SEWER ESMT
DE
Lot Q
Open Space
34.2 ± AC
DE Lot P Open Space
8.0 ± AC
Lot O
Open Space
30.2 ± AC
DE
Lot L Mini Park
0.4 ± AC
OSLC-18 OSLC-19
LC-20 LC-19 LC-18
LC-21
Lot K Mini Park
0.4 ± AC
Lot R Open Space
51.4 ± AC
Lot J Mini Park
0.3 ± AC Lot S Open
0.8 ± AC
Space Lot I Native Park 0.2 ± AC DE COURT 17
COURT 15
COURT 11
COURT 12 STREET NN STREET LL
COURT 14
COURT 16
STREET QQ STREET F STREET OO
STREET RR
STREET PP STREET OO
STREET TT STREET SS
STREET UU
STREET VV
STREET LL STREET PP
STREET NN
STREET MM
OAK AVENUE PARKWAY
STREET OO
STREET E STREET LL
STREET NN COURT 13
HAVEN PARKWAY PRAIRIE CITY ROAD OSLC-20
LC-23 LC-22
24' LSE/PUE
16' LSE/PUE
PIPE GATE FOR
SEWER MAINT. ACCESS OSLC-21 OSLC-22 ALDER CREEK PARKWAY 310.64
318.41
GB=311.22 GB=308.04 GB=309.72
GB=308.19 GB=308.20 GB=308.05 GB=314.38 GB=317.44 GB=319.00 GB=314.08 GB=313.90 344.91 GB=320.00
GB=322.50 GB=329.50
GB=318.60
GB=325.30
GB=322.00 GB=323.65
GB=322.10 GB=322.40
GB=323.80 EL=323.20 GB=321.80 GB=319.55
GB=313.15
GB=318.30
GB=325.00
EL=330.30 GB=329.20 GB=330.90 GB=329.00
GB= 319.70
GB= 322.20
329.55
GB=330.48 GB=312.00 GB=310.50
EL=335.15 GB=335.80 GB=345.01 EL=345.74 GB=334.50
GB=345.00
357.45 GB=356.81
GB=342.57
GB=339.71GB=339.56 GB=341.68 342.16
331.33
351.07 GB=351.80
363.60
GB=348.60
GB=361.00 GB=357.98 GB=331.10 GB=329.00 BVC=329.95 EVC=329.68 BVC=314.95 GB=328.70 PVI=330.16 GB=331.40 GB=330.10
PVI=312.13
GB=332.35 GB=334.89
GB=336.39
GB=338.17
GB=360.70
BVC=295.29 EVC=294.71 GB=291.32 BVC=289.75 EVC=294.33
PVI=295.00 PVI=291.32 PVI=290.02
GB=348.30 GB=346.52
GB=344.54 GB=344.36
GB=350.50 GB=351.50
335.25 GB=329.80GB=329.63 GB=337.77GB=336.88 337.38 GB=328.40 289.31 GB=288.37 GB=288.15
GB=308.50
GB=322.35
GB=334.59
GB=331.88
GB=330.48
309.75
332.16 GB=331.58 GB=331.41
GB=332.66 GB=331.99
337.22
333.72 GB=337.72 GB=334.19 GB=336.09GB=335.92
GB=335.90
GB=337.62
GB=336.40
GB=330.05 GB=333.27 GB=287.65
GB=328.00 330.44 340.14 GB=327.80 S
nce
AC
Lot C
Fire Station
2.1 ± AC
Lot C
Fire Station
2.1 ± AC
2:1
258
FL 333.9 FL 334.8 337.0
337.2
338.0
337.0
336.2 320.4
3:1
1.2% 2.0%
5.6% 50'VC PVIC 335.70
P=372.2 P=371.9 P=371.5P=371.2P=371.0P=370.7P=370.4P=370.1 P=355.0 P=362.8 P=362.5 P=362.9 P=363.3 P=363.7 P=364.2 P=364.6 P=365.0 P=366.3 P=366.5 P=366.2 P=366.4 P=366.4 P=364.8 P=364.3 P=364.0 P=363.9 P=363.3 P=361.5 P=361.5P=361.9 P=366.5 P=367.0 P=361.8 P=361.2
177
178
179 180
181 182 183 184
185
192
251
250
249
248
247
246
245
244
243
242 241
240
239
261
260
259
258
257
256 267
266
263
262
253 254 252
P=362.6
FUTURE SRCSD
PUMP STATION SITE
(90'x160') EXISTING EASTON VALLEY
SEWER PUMP STATION
(120'x120')
48"SD 24"SD 15"SD
24"SD
15"SD
24"SD
15"SD
15"SD 15"SD
15"SD
12"SD
18"SD
15"SD 24"SD
15"SD
15"SD 24"SD 30"SD 30"SD 30"SD 30"SD
15"SD
24"SD 15"SD 18"SD 48"SD
30"SD
30"SD
30"SD
30"SD
30"SD
15"SD
15"SD
18"SD 18"SD 18"SD
15"SD 15"SD
18"SD
24"SD
24"SD
30"SD
30"SD
30"SD
18"SD
15"SD
15"SD
15"SD 24"SD
18"SD
15"SD
18"SD 18"SD 24"SD 18"SD 24"SD 36"SD
48"SD
24"SD
15"SD
18"SD30"SD
30"SD
30"SD
18"SD 24"SD
12"SD
18"SD 18"SD
18"SD
18"SD
48"SD 18"SD
48"SD 18"SD
18"SD
24"SD
24"SD 15"SD 15"SD 30"SD
24"SD
30"SD 48"SD
18"SD
60"SD
36"SD
15"SD
60"SD
60"SD
15"SD
18"SD
15"SS
15"SD
BUILDING PAD MASONRY RETAINING WALL BUILDING PAD
(HEIGHT VARIES) P/L GRADING SECTION A NTSWOOD FENCE
P/L GRADING SECTION
NTS B
BUILDING PAD MASONRY RETAINING WALL WITH MASONRY SOUNDWALL (HEIGHT VARIES) VARIES
LANDSCAPE CORRIDOR
R/W
6' WALK
2% 2:1
P/L GRADING SECTION
NTS E
BUILDING PAD MASONRY RETAINING WALL WITH MASONRY SOUNDWALL (HEIGHT VARIES) VARIES
LANDSCAPE CORRIDOR
R/W
6' WALK
2%
2:1 MAXVARIES BUILDING PAD
2' P/L BUILDING PAD VARIES GRADING SECTION
NTS F WOOD FENCE
VARIES 2:1 MAX6' WALK
2' VARIES GRADING SECTION
NTS
R/W
BUILDING PAD
VARIES
LANDSCAPE CORRIDOR
P/L D
WOOD FENCE OR MASONRY SOUNDWALL 2%
2' VARIES 2% MIN - 8:1 MAX
P/L BUILDING PAD
2:1 MAX
2' GRADING SECTION G NTS
BUILDING PAD
VARIES MASONRY RETAINING WALL
(HEIGHT VARIES) WOOD FENCE
2:1 MAXVARIES BUILDING PAD
2' P/L VARIES GRADING SECTION C NTS OPEN VIEW
FENCE
EXISTING GROUND
Sheet 8 of 12
0 50 100 200 SCALE: 1"=100' N 5-28-2026 P:\27238\PLN\Applications\TM\TBAC_SLTM\SLTM-AC-SUB-05_20260513rev052826\08-TBAC_SLTM-S5-WEST-PGP.dwg [1] P:\27238\PLN\Applications\TM\TBAC_SLTM\P-ADJ-TBAC.dwg [2] P:\27238\PLN\Applications\TM\TBAC_SLTM\_P-CS-TBAC.dwg [3] P:\27238\SRV\Topo\Aerial\D-TP-EG-ACW.dwg [4] P:\27238\PLN\Applications\TM\TBAC_SLTM\_P-M-GP-TBAC-SLTM.dwg [5] P:\27238\PLN\Applications\TM\TBAC_SLTM\MS_ETA-M-GP-ACW-C3D CL GRADES.dwg [6] P:\27238\PLN\Applications\TM\TBAC_SLTM\_P-CS-TBAC.dwg [7] P:\27238\PLN\Applications\TM\TBAC_SLTM\_P-M-GP-TBAC-SLTM.dwg [8] P:\27238\PLN\Applications\TM\TBAC_SLTM\_P-M-IP-TBAC-SLTM.dwg [9] P:\27238\PLN\Applications\TM\TBAC_SLTM\_P-M-IP-TBAC-SLTM.dwg [10] P:\27238\PLN\Applications\TM\TBAC_SLTM\TBAC-SECTIONS\GRD-SECTIONS.dwg [11] P:\27238\PLN\Applications\TM\TBAC_SLTM\GRD-ST-NAMES.dwg [12] P:\27238\PLN\Applications\TM\TBAC_SLTM\TBAC-ConserveEsmt.dwg [13] P:\27238\PLN\Applications\TM\TBAC_SLTM\LAFCO-Backbone_LIMITS.dwg [14] 14:01:57 shaskell 27238.TOLL.ENT SUB4
a portion of the Folsom Plan Area Specific Plan
Folsom, CA SMALL LOT VESTING TENTATIVE SUBDIVISION M
ALDER CREEK
May 13, 2026 TOLL BROTHERS at
PROPOSED DESCRIPTION EXISTING
STORM DRAIN LINE
STORM DRAIN MANHOLE DROP INLET
INLET/OUTLET
(SIZE INDICATED) SLOPE
STREET GRADE CENTERLINE ELEVATION
15"SD
103.03
0.4%
103.03
0.4%
15"SD LEGEND
CANYON DRAIN 4"CYN
JUNCTION BOX
PRELIMINARY GRADING & STORM DRAIN PLAN
SEE SHEET 6
F F G G
A A
D
D
B B
C C
B B SEE SHEET 9
SEE SHEET 9
HYDRO- MODIFICATION
BASIN No. 3
COMBINATION
BASIN No. 1
HYDRO- MODIFICATION
BASIN No. 11
E E
C C
D
D
ENVIRONMENTAL
IMPACT LIMITS, TYP. EXISTING CITY LIMTS, TYP.
EXISTING CITY LIMTS, TYP.
ENVIRONMENTAL
IMPACT LIMITS, TYP.
B B
06/23/2026 Item No.18.
24"SS
24"SS
24"SS
15"SS
15"SS 15"SS 24"SS
295.6 294.5 293.5
292.5 290.4
313.5
314.3
315.2 315.8
316.6
316.3
317.7
319.6
300.3
334.3 335.4
320.8
335.2
335.7 335.9 335.6
333.6
320.0
285.9
286.6 287.8
288.5
290.1
282.1
317.8
284.6 283.7
282.6
281.6
281.6
251.9
252.6
317.3
258.6
282.8
333.6 261.7
315
310
305 300 295
290
295 290 285280
300
305 310
290
290 295
300
305
310
315 320
325
330
310
305 300
295 290
285 280 270
265 270
260 265
270
275 280
280
285 290
290 320
300305310
315
315
310
315
310
305 300 295
290
295 290 285280
300 305 310
290
290295
300
305
310 315
320
325
330
310
305 300
295 290
285 280 270 265 270
260 265
270
275 280
280
285
290
320 290
300305310 315
315
310
24' LSE/PUE
PIPE GATE FOR
SEWER MAINT. ACCESS
2 - 15"SD
24"SD 15"SD
48"SD 18"SD
48"SD
6"SS
6"SS
8"SS
8"SS
8"SS
30"SD 48"SD
8"W-Z2
8"W-Z2
8"W-Z2
6"W-Z2 6"W-Z2
8"W-Z2
24"SS
24"SS
24"SS
15"SS
15"SS 15"SS 24"SS 12"TM-Z2 12"TM-Z2 P=312.3 P=314.6 P=316.2 P=317.3 P=318.3 P=319.1 P=319.8 P=320.3 P=310.5 P=311.0 P=311.4 P=312.1 P=312.5 P=312.6 P=312.4 P=311.9 P=311.1 310.9 1260 1259 1258 1257 1256 1255 1254 1253
1252
1261
1262 1263
1264
1265
1266
1267
1268 1269
1270 1271
PAD
2:1 MAX
1.5%
ALDER CREEK PARKWAY
10' 6' 14' 30' LSE WOOD FENCE OR MASONRY SOUNDWALL
5'
75'± 5' 3'± ROCKERY RETAINING WALL 2 ALDER CREEK PARKWAY n.t.s.
335
325
320
320
320
300 305
305
310
310
310 310
310
315
315
315
315 315
315
315
315
315
315
315
320
320
320
320
320
320
320
320
320
320
325
325
325
325 325
325
325
330
330 330 330
335
335
335
340
315
335
325
320
320 320
300 305 305
310
310
310 310
310
315
315
315
315 315
315
315
315
315
315
315
320
320
320
320
320
320
320
320
320
320
325
325
325
325 325
325
325
330
330
330 330
335 335
335
340
315
POTABLE WATER TO
NON-POTABLE WATER INTERTIE 24"SD 30"SD 30"SD 30"SD 30"SD 24"SD
36"SD 24"SD 30"SD
24"SD 12"SS 12"SS 12"SS 30"SD
6"NP-Z2 24"SD 12"SS 6"NWP-V2
8"W-Z2 P=337.6 P=338.5 P=339.5 P=340.4 P=341.3 P=342.3 P=343.2 P=344.1 P=345.1 1378 1379 1380 P=336.8 1381 1382 1383 1384 1385 1386 1387
EXISTING CONSERVATION
EASEMENT, TYP.
78' ROW
(ULTIMATE)
INTERIM
IMPROVEMENTS
15"SS
15"SS
15"SS
15"SS
115
312.99
FM37
304.34
FM36 311.67
295 300
305
310 315
340
335 330
325 315 315 315
310
310 310
315
320 325 330 335
340
350 315
295 290
285
280
275
270
265 260
270
275
280
285 290
295
300
305 300
305
295 290 285
295 295
295 300
300
305
290
300 305
265
280
280
280 280 285
285
285
285
285
290
290 290
290 290
295
295
295
300
300
300
300 300
305
305
305
305
305
305
305
305
305
305
305
305
310 310
310
310
310
310
310
310
310 310
310
315
315
315 315
315
315 315
315
315
315 320 320
320
320 320 320
320
320
320
320
320
320
325 325
325
325
325
325
325
325
325
325
330
330
330
330 330
335
335
335
335
335
335
335
340 340
340
340
340
345
345
345
350 350
355
295
295
300305
310 315
340 335
330
325 315 315 315
310
310 310
315
320 325 330 335
340
350 315
295 290 285 280 275
270265260
270
275 280 285 290 295
300
305 300
305
295 290 285
295 295
295 300
300
305
290
300 305
265
280 280
280
280 285
285
285
285
285
290
290 290
290 290
295
295
295
300
300
300
300 300
305
305
305
305
305 305
305
305
305
305
305
305
310 310
310 310
310
310
310
310
310 310 310
315
315
315 315
315
315 315
315
315
315 320 320
320
320 320 320
320
320
320
320
320
320
325 325
325
325
325
325
325
325
325 325
330
330
330
330 330
335 335 335
335 335
335
335
340 340
340
340
340
345
345 345
350 350
355
295 ALDER CREE
IMPROVEMENT 072-0231-049 EASTON PLACE 072-0231-145 AEROJET ROCKETDYNE INC 072-0231 DEVELOPMENT CO. LLC ALDER CREE
IMPROVEMENT 072-0231-049 EASTON PLACE 072-0231-145 AEROJET ROCKETDYNE INC 072-0231 DEVELOPMENT CO. LLC POTABLE WATER TO
NON-POTABLE WATER INTERTIE
15"SD 24"SD 24"SD 30"SD 30"SD 30"SD 30"SD
30"SD
30"SD
15"SD 18"SD
18"SD
18"SD
8"SS 8"SS
8"SS 8"SS 8"SS 8"SS 8"SS 6"SS
8"SS
6"SS
6"SS 12"SS
8"SS
12"SS
12"SS 18"SD
18"SD
24"SD
24"SD
12"SS 15"SD 15"SD 12"SS 30"SD 12"SS
6"NP-Z2 24"SD 12"SS
18"SD
SD
SD
6"NWP-Z2 6"NWP-Z2 6"NWP-V2 6"NWP-Z2 8"W-Z2 8"W-Z2 8"W-Z2 8"W-Z2
8"W-Z2 8"W-Z2 8"W-Z2 8"W-Z2
15"SS
15"SS
15"SS
15"SS12"W-Z2
12"W-Z2
12"W-Z2 12"W-Z2 6"NWP-Z2 12"W-Z2
8"W-Z2
12"TM-Z2 -A
78' ROW 24"SD
P=326.7 P=327.0 P=327.2 P=327.6 P=327.9 P=328.2 P=328.5 P=328.9 P=330.2 P=329.5 P=329.8 P=330.2 P=330.5 P=330.8 P=331.2 P=331.5 P=331.8 P=332.1 P=332.4 P=336.2 P=337.6 P=338.5 P=331.1 P=331.5 P=331.5 P=330.0 P=330.0 P=329.5 P=329.2 P=312.6 P=312.4
P=323.4 P=325.0 P=324.8 P=322.6P=323.0 P=324.9 P=324.4 P=324.0 P=323.7 P=323.9 P=324.2 P=324.5 P=324.8 P=324.6 P=324.4 P=324.2 P=324.2 P=324.7 P=325.0 P=325.4 P=325.7 P=327.1 P=326.5 P=326.9 P=326.4 P=326.0 P=325.6 P=325.2 P=324.6 1323
1324
1356 1357
1358
1359
1360
1361
1362
1363
1364
1365
1366
1367
1368
1369
1370
1371
1372
1373
1374
1375 1376
1377
1378 1379 1380
1402
1403
1411
1355
1339
1338
1327
1326 1325
1266
1267
1309 1300
1301
1302
1281
1282
1283
1284 1285
1286
1287
12881289
1290
1291
1292
1293
1294
1295
1296 1297
1298
1299
1322
1321 1320
1319
1318
P=336.6 P=336.8 P=338.2 P=333.2 P=333.7 P=332.8 P=332.7 (ULTIMATE) -PC
78' ROW (ULTIMATE)
(ULTIMATE) 82' ROW
IMPROVEMENTS INTERIM
INTERIM IMPROVEMENTS
78' RIGHT-OF-WAY
PRAIRIE CITY ROAD
n.t.s. SOUTH OF ALDER CREEK PARKWAY
3' cg
11' travel lane CL
type 5 curb
16' median
11' travel lane
type 2 c&g
30' Open Space
ROW
12' travel lane 12' travel lane
P/L 8' min. CNL 6' walk 31' 47' PC
8' 8' 5' bike
5' bike
3' cg
ROW
78'
PROPOSED FUTURE BY OTHERS
24' PUE A
82' RIGHT-OF-WAY
4 LANE COLLECTOR
n.t.s. ALDER CREEK PARKWAY
ROW ROW CL
49' 3' cg
11' travel lane
5' bike
10' landscape10' CL I bike path10' min6' walk 3' cg
11' travel lane
5' bike
11' travel lane
16' PUE 2' 2' 3' 8' 3' median
8' median
type 5 curb
type 2 c&g
33' 82'
11' travel lane
PROPOSED
(SOUTH SIDE) FUTURE BY OTHERS(NORTH SIDE)
a portion of the Folsom Plan Area Specific Plan
Folsom, CA COMBINATION BASIN No. 1 and HMB No. 14
SMALL LOT VESTING TENTATIVE SUBDIVISION MAP
TOLL BROTHERS at ALDER CREEK
Sheet 9 of 12 May 13, 2026 5-13-2026 P:\27238\PLN\Applications\TM\TBAC_SLTM\SLTM-AC-SUB-05_20260513\09-TBAC_SLTM-S5-PCR-DETAILS.dwg [1] P:\27238\PLN\Applications\TM\TBAC_SLTM\P-ADJ-TBAC.dwg [2] P:\27238\PLN\Applications\TM\TBAC_SLTM\_P-CS-TBAC.dwg [3] P:\27238\PLN\Applications\TM\TBAC_SLTM\_P-M-GP-TBAC-SLTM.dwg [4] P:\27238\PLN\Applications\TM\TBAC_SLTM\TBAC-SECTIONS\GRD-SECTIONS.dwg [5] P:\27238\SRV\Topo\Aerial\D-TP-EG-ACW.dwg [6] P:\27238\PLN\Applications\TM\TBAC_SLTM\_P-M-IP-TBAC-SLTM.dwg [7] P:\27238\PLN\Applications\TM\TBAC_SLTM\TBAC-ConserveEsmt.dwg [8] P:\27238\PLN\Applications\TM\TBAC_SLTM\TBAC-SECTIONS\TBAC-ST-SEC-SUB05.dwg [9] P:\27238\PLN\Applications\TM\TBAC_SLTM\LAFCO-Backbone_LIMITS.dwg 16:39:34 shaskell 27238.TOLL.ENT SUB4
MATCH LINE
SEE RIGHT - THIS SHEET
MATCH LINE
SEE LEFT - THIS SHEET
0 50 100 200 SCALE: 1"=100' N0 50 100 200 SCALE: 1"=100' N EX. OH 69kV
PROPOSED
RELOCATED OH 69kV
EX. OH 69kV TO BE RELOCATED WITHIN
ALDER CREEK PKWY PUE
HAVEN PARKWAY PRAIRIE CITY ROAD HYDRO-MODIFICATION HAVEN PARKWAY BASIN No. 14 OFFSITE INFRASTRUCTURE - PRAIRIE CITY ROAD, BASIN No. 1 COMBINATION
ENVIRONMENTAL
IMPACT LIMITS, TYP.
EXISTING CITY LIMTS, TYP.
ENVIRONMENTAL
IMPACT LIMITS, TYP.
EXISTING CITY LIMTS, TYP.
EXISTING CITY LIMTS, TYP.
ENVIRONMENTAL
IMPACT LIMITS, TYP.
BASIN No. 1 DETENTION
100 YEAR WATER
SURFACE: 314.3 PRAIRIE CITY ROAD
ALDER CREEK PARKWAY PRAIRIE CITY ROAD MATCH EX. PAVEMENT
06/23/2026 Item No.18.
25' MPE & PAE LC-1 LC-3 LC-2
LC-4
LC-5
OSLC-11
OSLC-10A
OSLC-9
OSLC-6
OSLC-7
OSLC-8
OSLC-4
OSLC-1
OSLC-3
OSLC-5
OSLC-2
Lot A
Park
10.0 ± AC
Lot B
Elementary School 10.0 ± AC
Lot C
Fire Station
2.1 ± AC
168 167
40 39
38 1
2 3
4 5
6 7
8 9
10 11
12 13 14
15 16
17 18
19 20 21
22 23 24
25 26
27 28
30 29
31 32 33
34 35
36 37
49 50
51 52
53 54
55 56
57 91
90 89 88
87 86
85 84
8382
81 80
78 79
77 76 75
74 73
72 71
70 69
68 67
66 65
64 63
62 61
60 59
139
138 137
136
135
134
133
132
131
130
129
128
127
126
125
124
123
122
121
120
119
118
117
116 115
114
113
112
111
110
109 108 107
106
105
104 103
102
101
100 99
98 97
96 95
94 93
92 175
176
177178 179 180 181 182 183
184
185
186
238 237
236
235
234
233 232
231
230
229
228 227
226
225
224 223
222
221
220
219
218
217
216
215
214
213
212
211
210
209
208
207
206
205 204
203
202
201
200
199
198 197
196
195
194 193
192
191 190 189 188 187
166 165 164 163
162 161
160 159
158
157
156
155
154 153 152 151
150
149
148
147
146 145
144
143
142
141
252 251
250
249 248
247
246
245
244
243
242 241 240
239
261
260
259
258257
256 267
266
265 264
263
262 276
275
274 273
272
271
270
269
268 254 253
255
169 171 170
172
173
174
140
41 42
43 44
45 46
47 48
58 OSLC-10B
CONNECTION TRAIL
COURT 1
COURT 2
STREET M
STREET H
STREET O
STREET O
STREET N STREET N
STREET L
STREET J
STREET I
PKWY
STREET A
STREET A
MANGINI PARKWAY
STREET P
STREET P
STREET P
STREET Q
STREET R
STREET N
STREET H
HAVEN
OSLC-19
LC-20 Lot S Open
0.8 ± AC
Space
COURT 11 STREET LL
STREET VV
STREET LL STREET PP
STREET LL
LC-14 LC-11
LC-8
LC-6
OSLC-12
OSLC-13
OSLC-15
OSLC-14 OSLC-16
OS-2
OS-1
Lot H Mini Park
0.3 ± AC
Lot E Mini Park
0.6 ± AC
Lot T Open Space
0.4 ± AC
LC-24
LC-25 20' EVA
STREET HH
STREET AA
STREET C
COURT 4
STREET T
COURT 7
STREET G
STREET C
STREET B OAK AVENUE PARKWAY
STREET S STREET T STREET USTREET V
STREET X
STREET Y
STREET W
STREET AA
STREET BB
STREET CC
STREET GG
COURT 8
RKWAY
072-0060-098 OAK AVENUE HOLDINGS LLC
072-0060-098 ALDER CREEK WEST
IMPROVEMENT CO LLC
6"NP-Z2
6"NP-Z2 6"NP-Z2
6"NP-Z2
8"SS
8"SS
6"SS
6"SS 8"W-Z2
8"W-Z2
8"W-Z2
8"SS
8"SS 8"SS 8"SS 8"SS
6"SS
6"SS
8"SS
6"SS
6"SS
8"SS 6"SS
8"SS 8"SS
6"SS
6"SS 8"SS
8"SS
6"SS 8"SS
8"SS
6"SS 8"SS
6"SS
8"SS
8"SS
8"SS
8"SS 6"SS
8"SS 8"SS 8"SS 6"SS
6"SS 8"SS 8"SS
8"SS
8"SS
6"SS
6"SS
8"SS 8"SS
8"SS
8"SS 8"SS
6"SS
8"SS
8"SS
8"SS
8"SS
6"SS 8"SS 6"SS 8"SS
6"SS
8"SS
8"SS
6"SS
8"SS
8"SS
8"SS
6"SS
8"SS
8"SS
8"SS
6"SS
8"SS 8"SS
6"NP-Z2
6"NP-Z2
6"NP-Z2
6"NP-Z2
8"W-Z2
6"W-Z2
8"W-Z2
8"W-Z2
8"W-Z2 8"W-Z2
8"W-Z2
8"W-Z2
8"W-Z2 8"W-Z2
8"W-Z2
8"W-Z2
8"W-Z2
8"W-Z2
8"W-Z2
8"W-Z2
8"W-Z2
8"W-Z2
8"W-Z2
8"W-Z2
8"W-Z2
8"W-Z2
8"W-Z2 8"W-Z2
8"W-Z2 8"W-Z2 8"W-Z2
8"W-Z2 8"W-Z2
8"W-Z2
8"W-Z2 8"W-Z2
8"W-Z2
8"W-Z2 8"W-Z2 8"W-Z2 8"W-Z2
8"W-Z2
8"W-Z2
8"W-Z2
8"W-Z2
8"W-Z2
8"W-Z2
8"W-Z2 8"W-Z2
24"SS
24"SS
6"NP-Z2
6"NP-Z2
4"NP-Z2
6"NP-Z2 6"NP-Z2
4"NP-Z2
4"NP-Z2
8"SS
8"W-Z2
8"W-Z2
12"W-Z2
12"W-Z2
8"W-Z2
S" 8"SS 8"SS
12"W-Z2
12"W-Z2 4"NP-Z2
4"NP-Z2
6"SS
6"SS 8"SS
6"SS
6"SS 8"SS
6"SS
8"SS
8"SS
8"SS
8"SS 6"SS
6"SS
8"SS
"SS
6"SS
8"SS
8"SS 6"SS
8"SS
8"SS 8"SS
6"SS
6"SS
8"SS
8"SS
8"SS
8"SS
6"SS
8"SS
6"SS
8"SS
8"SS
8"SS
8"SS
8"SS "SS
8"SS
8"SS
8"SS 8"SS
8"SS
8"SS
6"SS
6"SS
6"SS 8"SS 8"SS
8"SS
8"SS
8"SS
8"SS
8"SS
8"SS
6"NP-Z2
8"W-Z2
8"W-Z2
6"W-Z2 8"W-Z2
8"W-Z2
8"W-Z2
8"W-Z2
8"W-Z2
8"W-Z2 8"W-Z2
8"W-Z2
8"W-Z2
8"W-Z2
8"W-Z2
8"W-Z2
8"W-Z2
8"W-Z2 8"W-Z2
8"W-Z2 12"W-Z2
12"W-Z2
8"W-Z2
8"W-Z2
8"W-Z2
12"W-Z2
12"W-Z2
12"W-Z2
12"W-Z2
12"W-Z2
8"W-Z2
8"W-Z2
8"W-Z2
8"W-Z2
4"W-Z2 8"W-Z2
8"W-Z2 8"W-Z2
24"SS
24"SS
24"SS
24"SS
24"SS
24"SS
24"SS
24"SS
24"SS 24"SS
42"SD 12"SD
12"SD
8"SS 8"SS 12"SD
8"SS
12"SD
18"WM-Z2 12"WM-Z2 8"WM-Z2 12"WM-Z2 12"NP-Z2 12"NP-Z2 12"NP-Z2 12"NP-Z2
24"SS
24"SS
24"SS
24"SS
24"SS
24"SS
8"SS
24"SS
24"SS
24"SS
24"SS
24"SS
24"SS 24"SS
24"SS 24"SS 8"SS 8"SS
a portion of the Folsom Plan Area Specific Plan
Folsom, CA DOMESTIC WATER PLAN
SMALL LOT VESTING TENTATIVE SUBDIVISION MAP
TOLL BROTHERS at ALDER CREEK
Sheet 10 of 12
0 50 100 200 SCALE: 1"=100' N PRELIMINARY SANITARY SEWER, RECYCLED WATER & 5-13-2026 P:\27238\PLN\Applications\TM\TBAC_SLTM\SLTM-AC-SUB-05_20260513\10-TBAC_SLTM-S5-CENT-PUP.dwg [1] P:\27238\PLN\Applications\TM\TBAC_SLTM\P-ADJ-TBAC.dwg [2] P:\27238\PLN\Applications\TM\TBAC_SLTM\_P-M-IP-TBAC-SLTM.dwg [3] P:\27238\PLN\Applications\TM\TBAC_SLTM\_P-CS-TBAC.dwg [4] P:\27238\PLN\Applications\TM\TBAC_SLTM\_P-CS-TBAC.dwg [5] P:\27238\PLN\Applications\TM\TBAC_SLTM\_P-M-IP-TBAC-SLTM.dwg [6] P:\27238\PLN\Applications\TM\TBAC_SLTM\D-EX-FPA-PH1-TBAC.dwg 15:48:47 shaskell
DESCRIPTION
SEWER LINE PROPOSED EXISTING
SEWER MANHOLE WATER LINE BLOW OFF VALVE
FIRE HYDRANT ASSEMBLY
(SIZE INDICATED)
(SIZE INDICATED)
STORM DRAIN LINE
STORM DRAIN MANHOLE DROP INLET
INLET/OUTLET CDS UNIT
(SIZE INDICATED) 15"SD 15"SD
8"SS
12"W
8"SS
12"W WATER LINE
(SIZE AND ZONE INDICATED) 16"W Z5 NON POTABLE WATER LINE (SIZE AND ZONE INDICATED) 16"NP Z5
LEGEND
May 13, 2026
27238.TOLL.ENT SUB4
SEE SHEET 11
SEE SHEET 12
06/23/2026 Item No.18.
072-0060-102
072-0060-098 ALDER CREEK WEST IMPROVEMENT CO LLC
ALDER CREEK WEST
IMPROVEMENT CO LLC
072-0060-102 ALDER CREEK WEST
IMPROVEMENT CO LLC LC-15 LC-16
LC-14 LC-11 LC-12 LC-13 LC-17 LC-10 LC-9
LC-8
LC-6
OSLC-12
OSLC-13
OSLC-15
OSLC-14 OSLC-16 OSLC-17
OS-4
LC-7
OS-5 OS-6
OS-2
OS-1
Lot H Mini Park
OS-3
Lot M Open Space Lot E Mini Park Lot F Mini Park
Lot N
Open Space
Lot D
Private Park
Lot G
Mini Park
Lot T Open Space
291
290 289
288
287
286285
284
283
282 281
280
279 278
277
307
306 305
304
303
302 301
300
299
298 297 296
295
294
293
292
308 309
310
311
312
313
314
315 370 346 347
348 349
350 351
352
353
354
355 356
357
358 359
360 361
362 363 364
365
366
367
368
369 316
317318
319
320
321
322
323 324 325 326 327
328 329
330
331
332 333
334 335
336
337 338
339
340
341 342 693
692
691
690
689 688 687
686 685
446 448
449
450
451 452
453
454
455
456
535 536
537 538
539
540
541
542
543
544 545
546
522 547
523
524
525 526
527
528
529
530
531
532
533
534
511 510 509
508 507
506
505
504 503
502
501 500
499
498
497 496
495
494
493
492 491
490
489
488
487 512
513
514
515
516 517
518 519
520
477 521
478
479
480 481
482
483
484
485
486
650 651
705 706
707
708 709
710
711
712
713
714
715
717 716
718
719
720
721
722
723 724
725 726
727
729 728
730
731
732
733
734
735
737 736 738
739
740
741 742
743
744
750 745
749 748 747 746
751 752 753 754 755 756 757 758
762 761 760 759 766 765 764 763 771 772 773
770 769
768
767
808 807
806
805
804
803
785
802
801 800
799
798 797
796
795794
793
792
791
790
789
788
787
786
784 783
782
781 780
779
778
777
776
775
774
909
907 908
905 906
903 904
901 902
899 900
897 898
895 896
894 893 892
891
890 889
888 887
886 885
884 883
882 881
880 879
878 877
876 875
874
873
871 872
869 870
867 868
865 866
863 864
861 862
859 860
858
857
856 855
854 853 852 851
850 849848 847
846 845
844 843
842
841
839 840
837 838
835 836
833 834
831 832
829 830
828 827
826 825 824
823 822
821 820
819 818
817
816
815 814
813 812
811 810
809
1033
1032
1031 1030
1029 1028 1027
1026
1025 1024
1023
1022 1021
1020
1019 1018
1017 1016 1015
1014
1013 1012
1011
1010 1009 1008
1007 1006
1005
1004 1003 1002
976 977
975
974
978
979
981 980
982
984 983 985
987 986
988
990 989
991
993 992
994
996 995 997
999 998
1000
1001
950
951
952 953
954
955 956
957
958 959
960
961 962 963
964 965
966
967 968
969
970 971
972
973
949 948
947
946
945
944
943
941 942
940
939
937 938
936
935
933 934 932
930 931
929
927 928
926
924 925
923
922
921 920
919 918
917
916 915
914
913 912 911
910
345 344 343
LC-24 437
445
444
443 442
441
440
439
438
447
LC-25 20' EVA
698 697 696 695
694
684
683
682 681
700 701 702 703 704 680 699 416417
418 419
420421
422
423
424
425 426
427 428
429
430
431
432
457 458
459
460 461
462
463
464 465
466
467
468
469
470 471
472
473
474
475
476
372
373
374
375 376
377
378
379
380 381
382
383 384
385
386
387
388
415
389 390
391
392
393
394 395
396
397 398 399 400 401
402 403 404
405
406
407 408
409
410
411
412
413414
548 549 550 551 552 553 554 555 556 557 558 561 560 559 564 563 562 573 572 571 570 569 568 567 566 565 575 574 576 577 578 579 580 581 582 583 584 585 586 587 588 589 590 591 592 598 597 596 595 594 593 608 607 606 605 604 603 602 601 600 599 609 610 611 612 613 614 615 616 617 618 619 620 621 622 623 624 625 626 679
678
677
676 675
674 673
672 671
670
669
663 664 665 666 667 668 662
661 660
659
658 657
656
655
654
653
652
639 637 638 636
635
634
633
632
631
630
629
628
627 649
648
647 646
645
644 643
642
641
640
371
433
434
435
436
STREET HH
STREET AA COURT 6 COURT 5 STREET C
COURT 4
COURT 10
STREET T
COURT 7
STREET G
STREET C STREET K
STREET B OAK AVENUE PARKWAY MANGINI PARKWAY STREET B
STREET S STREET T STREET USTREET VSTREET W
STREET X
STREET Y
STREET Z STREET W
STREET W
STREET AA
STREET BB
STREET CC STREET DD STREET EE STREET FF STREET BB STREET GG
STREET II STREET JJ
STREET KK
STREET JJ STREET JJ
STREET BB
STREET B COURT 9
STREET KK
COURT 8 STREET EE
COURT 2
STREET M
STREET H
STREET O
STREET O
STREET N STREET N
STREET L
STREET J
STREET I
PKWY
STREET A
STREET P
STREET P
STREET P
STREET Q
STREET R
STREET N
STREET H
HAVEN
6"NP-Z2
6"NP-Z2
4"NP-Z2
4"NP-Z2
12"W-Z2
8"W-Z2
12"W-Z2
6"SS
6"SS 8"SS
6"SS
6"SS
8"SS
6"SS
6"SS
8"SS
"SS
6"SS
8"SS
8"SS 6"SS
8"SS
8"SS 8"SS
6"SS
6"SS
8"SS
8"SS
8"SS
8"SS
6"SS
8"SS
6"SS
8"SS
8"SS
8"SS
8"SS
8"SS
8"SS
8"SS
8"SS 8"SS
8"SS
8"SS
6"SS
6"SS
6"SS 8"SS 8"SS
8"SS
8"SS
8"SS
8"SS
8"SS
8"W-Z2
8"W-Z2
8"W-Z2
8"W-Z2
8"W-Z2
8"W-Z2
8"W-Z2
8"W-Z2 8"W-Z2
8"W-Z2
8"W-Z2
8"W-Z2
8"W-Z2
8"W-Z2
8"W-Z2
8"W-Z2
8"W-Z2
12"W-Z2
8"W-Z2
8"W-Z2
8"W-Z2
12"W-Z2
12"W-Z2
12"W-Z2
12"W-Z2
12"W-Z2
8"W-Z2
8"W-Z2
8"W-Z2 8"W-Z2
4"W-Z2 8"W-Z2
8"W-Z2 8"W-Z2
24"SS
6"NP-Z2
6"NP-Z2 6"NP-Z2
8"SS 8"SS 8"SS 8"SS 6"SS 6"SS
6"SS
6"SS 8"W-Z2 8"W-Z2
8"W-Z2
8"W-Z2
8"W-Z2
8"SS
8"SS
8"SS 8"SS 8"SS 8"SS 8"SS
6"SS
8"SS
8"SS 8"SS
6"SS
6"SS
8"SS
6"SS
6"SS
8"SS 6"SS
8"SS 8"SS
6"SS
6"SS 8"SS
8"SS
8"SS 6"SS
6"SS 8"SS
8"SS
6"SS 8"SS
6"SS
8"SS
8"SS
8"SS
8"SS
8"SS 6"SS
8"SS 6"SS
8"SS 8"SS
8"SS 6"SS 8"SS 8"SS 6"SS
8"SS 6"SS
6"SS 6"SS 8"SS 8"SS 8"SS
8"SS 8"SS 8"SS 8"SS 6"SS
8"SS 8"SS 8"SS 8"SS
6"SS
"SS
8"SS
8"SS 8"SS 8"SS
6"SS 8"SS
8"SS 6"SS 8"SS 8"SS 6"SS
8"SS
8"SS
6"SS 8"SS
8"SS
8"SS
8"SS
6"SS
6"SS
8"SS
8"SS
6"SS 8"SS
8"SS
8"SS
8"SS
8"SS
8"SS
8"SS 8"SS
6"NP-Z2
6"NP-Z2
6"NP-Z2
6"NP-Z2
8"W-Z2
6"W-Z2
8"W-Z2
8"W-Z2
8"W-Z2 8"W-Z2
8"W-Z2
8"W-Z2
8"W-Z2 8"W-Z2
8"W-Z2 8"W-Z2
8"W-Z2
8"W-Z2
8"W-Z2
8"W-Z2 8"W-Z2 8"W-Z2 8"W-Z2 8"W-Z2
8"W-Z2 8"W-Z2
8"W-Z2
8"W-Z2 8"W-Z2
8"W-Z2 8"W-Z2 8"W-Z2
8"W-Z2 8"W-Z2 8"W-Z2
8"W-Z2
8"W-Z2
8"W-Z2
8"W-Z2
8"W-Z2
8"W-Z2
8"W-Z2
8"W-Z2 8"W-Z2
8"W-Z2 8"W-Z2
8"W-Z2
8"W-Z2 8"W-Z2 8"W-Z2 8"W-Z2 8"W-Z2 8"W-Z2
8"W-Z2 8"W-Z2 8"W-Z2 8"W-Z2 8"W-Z2
8"W-Z2 8"W-Z2 8"W-Z2 8"W-Z2
8"W-Z2
8"W-Z2
8"W-Z2
8"W-Z2
8"W-Z2
8"W-Z2 8"W-Z2
8"W-Z2
24"SS
24"SS
24"SS
24"SS
24"SS
24"SS
24"SS
24"SS
24"SS
24"SS
24"SS
24"SS
24"SS 24"SS 24"SS 24"SS
8"SS 8"SS 18"SD
12"SD 12"SD 36"SD
48"SD
48"SD
8"SS
36"SD 12"SD
54"SD
42"SD 36"SD 24"SD 8"SS
8"SS
48"SD 48"SD 8"SS 8"WM-Z2 8"WM-Z2 8"WM-Z2
18"WM-Z3
18"WM-Z2 18"WM-Z2 12"WM-Z2 12"WM-Z2
18"WM-Z2
12"WM-Z3
18"WM-Z3 12"NP-Z2 12"NP-Z2 12"NP-Z2
12"NP-Z2 12"NP-Z3 12"NP-Z2 12"NP-Z2
12"WM-Z3
24"SS
24"SS
24"SS
24"SS
24"SS
24"SS
8"SS
24"SS
24"SS
24"SS
24"SS
24"SS
24"SS 24"SS
24"SS 24"SS 24"SS 24"SS 24"SS 8"SS 8"SS
Lot A
Park
10.0 ± AC
Lot B
Elementary School 10.0 ± AC
a portion of the Folsom Plan Area Specific Plan
Folsom, CA VESTING TENTATIVE SUBDIVISION MAP
TOLL BROTHERS at ALDER CREEK
Sheet 11 of 12
0 50 100 200 SCALE: 1"=100' N 5-13-2026 P:\27238\PLN\Applications\TM\TBAC_SLTM\SLTM-AC-SUB-05_20260513\11-TBAC_SLTM-S5-EAST-PUP.dwg [1] P:\27238\PLN\Applications\TM\TBAC_SLTM\P-ADJ-TBAC.dwg [2] P:\27238\PLN\Applications\TM\TBAC_SLTM\_P-CS-TBAC.dwg [3] P:\27238\PLN\Applications\TM\TBAC_SLTM\_P-M-IP-TBAC-SLTM.dwg [4] P:\27238\PLN\Applications\TM\TBAC_SLTM\_P-M-IP-TBAC-SLTM.dwg [5] P:\27238\PLN\Applications\TM\TBAC_SLTM\_P-CS-TBAC.dwg [6] P:\27238\PLN\Applications\TM\TBAC_SLTM\D-EX-FPA-PH1-TBAC.dwg 15:57:18 shaskell May 13, 2026 27238.TOLL.ENT SUB4
DESCRIPTION
SEWER LINE PROPOSED EXISTING
SEWER MANHOLE WATER LINE BLOW OFF VALVE
FIRE HYDRANT ASSEMBLY
(SIZE INDICATED)
(SIZE INDICATED)
STORM DRAIN LINE
STORM DRAIN MANHOLE DROP INLET
INLET/OUTLET CDS UNIT
(SIZE INDICATED) 15"SD 15"SD
8"SS
12"W
8"SS
12"W WATER LINE
(SIZE AND ZONE INDICATED) 16"W Z5 NON POTABLE WATER LINE (SIZE AND ZONE INDICATED) 16"NP Z5
TENTATIVE MAP NOTES
SEE SHEET 10
DOMESTIC WATER PLAN
PRELIMINARY SANITARY SEWER, RECYCLED WATER &
06/23/2026 Item No.18.
072-3190-038 CITY OF FOLSOM
PROPERTIES LLC
BULLDOG OFFICE
072-3190-006
072-0060-090 AEROJET ROCKETDYNE INC ALDER CREEK WEST IMPROVEMENT CO LLC 072-0231-049 EASTON PLACE 072-0231-145 AEROJET ROCKETDYNE INC 072-0231-140 072-3190-033 EASTON VALLEY HOLDINGS LLC DEVELOPMENT CO. LLC 20' SANITARY
SEWER ESMT
DE
Lot Q
Open Space
34.2 ± AC
DE Lot P Open Space
8.0 ± AC
Lot O
Open Space
30.2 ± AC
DE
Lot L Mini Park
0.4 ± AC
OSLC-18 OSLC-19
LC-20 LC-19 LC-18
LC-21
Lot K Mini Park
0.4 ± AC
Lot R Open Space
51.4 ± AC
Lot J Mini Park
0.3 ± AC Lot S Open
0.8 ± AC
Space
1146
1323
1324
1356
1357
1358
1359
1360 1361
1362 1363
1364
1365
1366
1367
1368
1369
1370
1371
1372
1373
1374
1375
1376
1377
1378 1379 1380 1381 1382 1383 1384 1385 1386 1387 1388 1389 1390
1391
1392 1394 1402 1401 1400 1399 1398 1397 1396 1395
1403 1404 1405 1406 1407 1408 1409 1410
1393
1037 1036
1035
1034
1424
1423
1422
1421
1420
1419 1417 1418 1411 1412 1413 1414 1415 1416
1355 1354 1353 1352 1351 1350 1349 1348
1339 1340 1341 1342 1343 1344 1345
1338 1337 1336 1335 1334 1333 1332
1347
1346
1327 1328 1329 1330 1331
1326
1325
1038
1039
1040 1041 1042 1043 1044 1045 1046 1047 1048 1049 1050 1051 1052 1053 1054 1055 1056
1057
1058
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1076 1077
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1079 1080
1081 1082
1083
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1086
1087 1088
1089
1090 1091
1092
1093
1094
1095
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1097
1098
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1100
1101
1102
1106 1105 1104 1103
1120
1121
1122
1123
1124
1125
1126
1127
1128
1129
1130
1131
1132
1133
1134 1135
1136 1137
1107
1108
1109
1110
1111
1112
1113
1114
1115
1116
1117
1119 1118
1239 1238
1237
1236
1235
1234
1233
1232
1231
1230
1260 1259
1258 1257 1256 1255 1254
1253
1252 1251 1250 1249
1248
1247
1246
1245
1244 1243
1242 1241
1240
1202 1201
1200 1199
1198
1197
1196
1195 1194
1193 1192
11911190
1189
1188
1187
1186
1185
1184
1183
1182 1181
1180
1179
1178
1177
1176
1175
1157 1156
1155 1154
1153
1152 1151
1150
1149 1148
1147
1165 1164
1163
1162
1161
1160 1159
1158
1174
1173 1172
1171
1170
1169
1168
1167
1166 1145
1144
1143
1142 1141
1140 1139
1138
1203
1204 1205
1206 1207
1218
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1220
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1223 1222 1224
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1228 1229
1261
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1270 1271
1272
1273 1274
1275
1305
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1307 1308
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1300
1301 1302
1303 1304
1276
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1280 1281
1282
1283
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1285
1286
1287
12881289
1290
1291
1292 1293
1294
1295
1296 1297
1298 1299
1322 1321
1320
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1318
1317
1316 1315
1314 1313
13121311
1310 1217
1216
1215
1214 1213
1212
1210 1211
1209
1208 Lot I Native Park 0.2 ± AC DE COURT 17
COURT 15
COURT 11
COURT 12 STREET NN STREET LL
COURT 14
COURT 16
STREET QQ STREET F STREET OO
STREET RR
STREET PP STREET OO
STREET TT STREET SS
STREET UU
STREET VV
STREET LL STREET PP
STREET NN
STREET MM
OAK AVENUE PARKWAY
STREET OO
STREET E STREET LL
STREET NN COURT 13
HAVEN PARKWAY PRAIRIE CITY ROAD OSLC-20
LC-23 LC-22
24' LSE/PUE
16' LSE/PUE
PIPE GATE FOR
SEWER MAINT. ACCESS OSLC-21 OSLC-22 ALDER CREEK PARKWAY 6"NP-Z2 6"NP-Z2 POTABLE WATER TO
NON-POTABLE WATER INTERTIE
8"SS
8"SS 6"SS 8"SS
8"SS
8"SS 8"W-Z2 8"W-Z2 8"SS 8"W-Z2 8"W-Z2
6"SS
8"SS 8"SS
8"SS 8"SS
6"SS 8"SS
8"SS 6"SS
8"SS 6"SS 8"SS 8"SS 8"SS 8"SS 6"SS
8"SS
8"SS
6"SS 8"SS
6"SS
8"SS
8"SS 8"SS
8"SS
8"SS
8"SS
6"SS
8"SS
8"SS
6"SS
8"SS
6"SS
6"SS
8"SS 8"SS
8"SS
8"SS 8"SS
6"SS
8"SS
8"SS
8"SS
8"SS
6"SS
6"SS
8"SS
8"SS
8"SS 8"SS
6"SS 8"SS 6"SS
8"SS 8"SS
8"SS
8"SS
6"SS
6"SS
8"SS
8"SS
8"SS
8"SS 8"SS
6"SS 12"SS
8"SS
6"SS
8"SS
12"SS
12"SS
12"SS 12"SS 12"SS
6"NP-Z2 12"SS
6"NWP-Z2 6"NWP-Z2 6"NWP-V2 6"NWP-Z2
8"W-Z2
8"W-Z2
8"W-Z2
8"W-Z2 8"W-Z2 8"W-Z2 8"W-Z2 8"W-Z2 8"W-Z2
8"W-Z2 8"W-Z2
8"W-Z2
8"W-Z2
8"W-Z2
6"W-Z2
8"W-Z2
8"W-Z2
8"W-Z2
8"W-Z2
8"W-Z2
8"W-Z2 8"W-Z2
8"W-Z2 8"W-Z2
8"W-Z2 8"W-Z2 8"W-Z2
8"W-Z2
8"W-Z2 8"W-Z2
8"W-Z2
8"W-Z2 8"W-Z2 8"W-Z2
8"W-Z2
8"W-Z2 8"W-Z2
8"W-Z2
8"W-Z2
8"W-Z2 8"W-Z2
6"W-Z2 6"W-Z2 6"W-Z2
8"W-Z2
15"SS
24"SS
24"SS
24"SS
24"SS 24"SS
24"SS 24"SS
24"SS
15"SS
15"SS
15"SS
15"SS
15"SS
15"SS 15"SS 24"SS 30"SS 24"SS 24"SS 24"SS
24"SS
24"SS 24"SS 12"W-Z2
12"W-Z2 12"W-Z2 6"NWP-Z2 12"W-Z2 8"W-Z2
12"TM-Z2
12"TM-Z2
12"TM-Z2
Lot C
Fire Station
2.1 ± AC
STREET H
PKWY
STREET N
STREET H
HAVEN
8"SS
8"SS
6"SS
8"SS 8"SS
8"SS
6"NP-Z2
6"NP-Z2
8"W-Z2
8"W-Z2
12"W-Z2
8"W-Z2
12"W-Z2
8"W-Z2
24"SS
24"SS
15"SS 24"SS
24"SS 30"SS
24"SS
24"SS
24"SS 24"SS
24"SS 24"SS 24"SS 24"SS 24"SS
24"SS
24"SS 24"SS
24"SS
24"SS
24"SS
8"SS 24"SS
15"SS
6"NWP-Z2 15"SS
15"SS
16"NWP-Z5
Sheet 12 of 12 5-28-2026 P:\27238\PLN\Applications\TM\TBAC_SLTM\SLTM-AC-SUB-05_20260513rev052826\12-TBAC_SLTM-S5-WEST-PUP.dwg [1] P:\27238\PLN\Applications\TM\TBAC_SLTM\P-ADJ-TBAC.dwg [2] P:\27238\PLN\Applications\TM\TBAC_SLTM\_P-CS-TBAC.dwg [3] P:\27238\PLN\Applications\TM\TBAC_SLTM\_P-M-IP-TBAC-SLTM.dwg [4] P:\27238\PLN\Applications\TM\TBAC_SLTM\_P-CS-TBAC.dwg [5] P:\27238\PLN\Applications\TM\TBAC_SLTM\_P-M-IP-TBAC-SLTM.dwg [6] P:\27238\PLN\Applications\TM\TBAC_SLTM\D-EX-FPA-PH1-TBAC.dwg [7] P:\27238\PLN\Applications\TM\TBAC_SLTM\LAFCO-Backbone_LIMITS.dwg 14:07:30 shaskell 27238.TOLL.ENT SUB4
DESCRIPTION
SEWER LINE PROPOSED EXISTING
SEWER MANHOLE WATER LINE BLOW OFF VALVE
FIRE HYDRANT ASSEMBLY
(SIZE INDICATED)
(SIZE INDICATED)
STORM DRAIN LINE
STORM DRAIN MANHOLE DROP INLET
INLET/OUTLET CDS UNIT
(SIZE INDICATED) 15"SD 15"SD
8"SS
12"W
8"SS
12"W WATER LINE
(SIZE AND ZONE INDICATED) 16"W Z5 NON POTABLE WATER LINE (SIZE AND ZONE INDICATED) 16"NP Z5
LEGEND
a portion of the Folsom Plan Area Specific Plan
Folsom, CA SMALL LOT VESTING TENTATIVE SUBDIVISION M
ALDER CREEK
May 13, 2026 TOLL BROTHERS at
0 50 100 200 SCALE: 1"=100' N
DOMESTIC WATER PLAN
PRELIMINARY SANITARY SEWER, RECYCLED WATER &
SEE SHEET 10
SEE SHEET 9
SEE SHEET 9
EXISTING CITY LIMTS, TYP.
EXISTING CITY
LIMTS, TYP.
06/23/2026 Item No.18.
Exhibit B
Conditions of Approval
06/23/2026 Item No.18.
1 CONDITIONS OF APPROVAL FOR THE TOLL BROTHERS AT ALDER CREEK PROJECT (MSTR25-00084)
SOUTH OF ALDER CREEK PARKWAY, EAST AND WEST OF OAK AVENUE PARKWAY, NORTH OF MANGINI PARKWAY
SMALL-LOT VESTING TENTATIVE SUBDIVISION MAP, PLANNED DEVELOPMENT PERMIT, INCLUSIONARY HOUSING PLAN, AND
MINOR ADMINISTRATIVE MODIFICATION
Cond.
#
Mitigation
Measure
Condition of Approval When
Required
Responsible
Department
GENERAL REQUIREMENTS
1. Final Development Plans and Recorded Map
The owner/applicant shall submit final site development plans to the Community Development Department that shall substantially conform to the exhibits referenced below:
1. Small-Lot Vesting Tentative Subdivision Map, dated March 4, 2026
2. Preliminary Grading & Storm Drain Plan, dated March 4, 2026
3. Preliminary Sanitary Sewer, Recycled Water & Domestic Water Plan, dated March 4, 2026
4. Illustrative Master Plan Exhibit, dated March 4, 2026
5. Perimeter Wall and Fence Exhibit, dated November 6, 2025
6. Toll Brothers at Alder Creek Architectural Guidelines
7. Toll Brothers at Alder Creek Landscaping Design Guidelines
8. Retaining Walls Exhibit, dated March 2026
9. Solid Waste Management Cart Locations Exhibit, dated June 2025
10. Toll Brothers at Alder Creek Preliminary Phasing Exhibit, dated May 6, 2026
11. Folsom Plan Area Conceptual Backbone Infrastructure Phasing Plan dated May 2026
12. Minor Administrative Modification Exhibits, dated April 7, 2025
13. Street Name List, Final, dated March 17, 2026
14. Inclusionary Housing Plan Letter, dated April 15, 2026
15. Alder Creek Conformity Analysis with Appendices, dated November 19, 2025
The Small-Lot Vesting Tentative Subdivision Map, Planned Development Permit, Inclusionary Housing Plan, and Minor Administrative Modification are
G, I, M, B CD (P)(E)
06/23/2026 Item No.18.
2 CONDITIONS OF APPROVAL FOR THE TOLL BROTHERS AT ALDER CREEK PROJECT (MSTR25-00084)
SOUTH OF ALDER CREEK PARKWAY, EAST AND WEST OF OAK AVENUE PARKWAY, NORTH OF MANGINI PARKWAY
SMALL-LOT VESTING TENTATIVE SUBDIVISION MAP, PLANNED DEVELOPMENT PERMIT, INCLUSIONARY HOUSING PLAN, AND
MINOR ADMINISTRATIVE MODIFICATION
Cond.
#
Mitigation
Measure
Condition of Approval When
Required
Responsible
Department
approved for the development of a 1,424-unit single-family residential project (Toll Brothers at Alder Creek). Implementation of the project shall be consistent with the above-mentioned items, the Folsom Plan Area Specific Plan (FPASP) as Amended, and these conditions of approval.
2. Community Development Department Subsequent Review
All civil engineering, improvement, landscape, and irrigation plans shall be submitted to the Community Development Department for review and approval to ensure conformance with this approval and with relevant codes, policies, standards and other requirements of the City of Folsom.
G, I, M CD (P)(E)(B)
3. 90-Day Protest Period
The conditions of project approval set forth herein include certain fees, dedication requirements, reservation requirements, and other exactions.
Pursuant to Government Code Section 66020(d), these conditions constitute written notice of the amount of such fees, and a description of the dedications, reservations and other exactions.
The applicant is hereby notified that the 90-day protest period, commencing from the date of approval of the project, has begun. If the applicant fails to file a protest regarding any of the fees, dedication requirements, reservation requirements or other exaction contained in this notice, complying with all the requirements of Government Code Section 66020, the applicant will be legally barred from later challenging such exactions.
OG CD (E)(P)
4. Validity and Compliance
This approval of the Small-Lot Vesting Tentative Subdivision Map shall be valid for a period of three years or thirty-six months (June 9, 2029) pursuant to Folsom Municipal Code 16.16.110A, 16.20.020, and the Subdivision Map Act.
The 36-month period shall restart upon City Council approval of each small-lot Final Map. The term of the Planned Development Permit shall track the term of the map. An extension to the identified time frame may be granted by the Planning Commission. If after approval of this project, a lawsuit is filed which
M CD (P)(E)
06/23/2026 Item No.18.
3 CONDITIONS OF APPROVAL FOR THE TOLL BROTHERS AT ALDER CREEK PROJECT (MSTR25-00084)
SOUTH OF ALDER CREEK PARKWAY, EAST AND WEST OF OAK AVENUE PARKWAY, NORTH OF MANGINI PARKWAY
SMALL-LOT VESTING TENTATIVE SUBDIVISION MAP, PLANNED DEVELOPMENT PERMIT, INCLUSIONARY HOUSING PLAN, AND
MINOR ADMINISTRATIVE MODIFICATION
Cond.
#
Mitigation
Measure
Condition of Approval When
Required
Responsible
Department
seeks to invalidate any approval, building permit, or other construction permit or entitlement required in connection with any of the activities or construction authorized by the project approvals, or to enjoin the development contemplated herein, or to challenge the issuance by any governmental agency of any environmental document or exemption determination, the project approvals shall be tolled during the time that any litigation is pending, including any appeals.
5. Development Rights
The approval of this Small-Lot Vesting Tentative Subdivision Map conveys the right to map and subdivide the property, however Design Review will be required for development of the residential units. As noted in these conditions of approval for the Small-Lot Vesting Tentative Subdivision Map, the City has identified improvements necessary to develop the subject parcels. These improvements include on and off-site roadways, water, sewer, storm drainage, landscaping, sound-walls, and other improvements.
OG CD (P)(E)(B)
PW, PR, FD,
PD
6. Indemnity for City
The owner/applicant shall defend, indemnify, and hold harmless the City and its agents, officers and employees from any claim, action or proceeding against the City or its agents, officers or employees to attack, set aside, void, or annul any approval by the City or any of its agencies, departments, commissions, agents, officers, employees, or legislative body concerning the project which claim, action or proceeding is brought within the time period provided therefore in Government Code Section 66499.37 or other applicable statutes of limitation.
The City will promptly notify the owner/applicant of any such claim, action or proceeding, and will cooperate fully in the defense. The City may, within its unlimited discretion, participate in the defense of any such claim, action or proceeding if both of the following occur:
• The City bears its own attorney’s fees and costs; and • The City defends the claim, action or proceeding in good faith
OG CD (P)(E)(B)
PW, PR, FD,
PD
06/23/2026 Item No.18.
4 CONDITIONS OF APPROVAL FOR THE TOLL BROTHERS AT ALDER CREEK PROJECT (MSTR25-00084)
SOUTH OF ALDER CREEK PARKWAY, EAST AND WEST OF OAK AVENUE PARKWAY, NORTH OF MANGINI PARKWAY
SMALL-LOT VESTING TENTATIVE SUBDIVISION MAP, PLANNED DEVELOPMENT PERMIT, INCLUSIONARY HOUSING PLAN, AND
MINOR ADMINISTRATIVE MODIFICATION
Cond.
#
Mitigation
Measure
Condition of Approval When
Required
Responsible
Department
The owner/applicant shall not be required to pay or perform any settlement of such claim, action or proceeding unless the settlement is approved by the owner/applicant. The owner/applicant’s obligations under this condition shall apply regardless of whether a Final Map is ultimately recorded with respect to this project.
7. Backbone Infrastructure Plan
The owner/applicant and all subsequent applicants, heirs, and successors with intention of developing the property are required to provide to the Community Development Department for review and approval by the Public Works Director/City Engineer a Backbone Infrastructure Plan. Additional studies and supporting documentation may also be required as part of this condition.
As provided for in the ARDA, Amendment No. 1, and the FPASP, the owner/applicant shall provide fully executed grant deeds, legal descriptions, and plats for all necessary rights of way (excluding those portions of Prairie City Road that are outside the City boundary, which shall be provided by the City), public utility easements, public water main easements, public sewer easements, irrevocable offers of dedication and temporary construction easement. All required easements as listed necessary for the Backbone Infrastructure shall be reviewed and approved by the City Engineer and recorded with the Sacramento County Recorder pursuant to the timing requirements set for in Section 3.8 of the ARDA and any amendments thereto.
M CD (E), PW
8. Compliance with Development Agreement
The owner/applicant shall comply with all provisions of the Amended and Restated Tier 1 Development Agreement by and between Aerojet Rocketdyne, Inc. and Easton Development Company, LLC, and the City and any approved amendments thereafter, and the Amended and Restated Tier 1 Development Agreement by and between West Prairie Estates, LLC, and the City and any approved amendments thereafter.
M CD (E)
06/23/2026 Item No.18.
5 CONDITIONS OF APPROVAL FOR THE TOLL BROTHERS AT ALDER CREEK PROJECT (MSTR25-00084)
SOUTH OF ALDER CREEK PARKWAY, EAST AND WEST OF OAK AVENUE PARKWAY, NORTH OF MANGINI PARKWAY
SMALL-LOT VESTING TENTATIVE SUBDIVISION MAP, PLANNED DEVELOPMENT PERMIT, INCLUSIONARY HOUSING PLAN, AND
MINOR ADMINISTRATIVE MODIFICATION
Cond.
#
Mitigation
Measure
Condition of Approval When
Required
Responsible
Department
9. Homeowners Associations
The owner/applicant shall form Homeowners Associations which shall be responsible for maintenance of all private streets, maintenance of all common areas, and maintenance of any other on-site facilities throughout the life of the project to the satisfaction of the Community Development Department.
Vegetation or plantings shall not be less than that depicted on the final landscape plan, unless tree removal is approved by the Community Development Department because the spacing between trees will be too close on center as they mature. In addition, Covenants, Conditions, and Restrictions (CC&R’s) shall be prepared by the owner/applicant and shall be subject to review and approval by the Community Development Department for compliance with this approval and with the Folsom Municipal Code and adopted policies, prior to the recordation of the Final Map.
M CD (P)(E)
10. Disclosures
The owner/applicant shall disclose to the homebuyers in the Department of Real Estate Public Report and the CC&R’s for the Toll Brothers at Alder Creek project the following items:
1) Future public parks and public schools are in relatively close proximity to the proposed project site, and that the public parks may include facilities (basketball courts, a baseball field, softball fields, soccer fields, and playground equipment) that may generate noise impacts during various times, including but not limited to evening and nighttime hours. The owner/applicant shall also disclose that the existing public parks include nighttime sports lighting that may generate lighting impacts during evening and nighttime hours.
2) The soil at the project site may contain naturally occurring asbestos and naturally occurring arsenic.
O CD (P)(E)
06/23/2026 Item No.18.
6 CONDITIONS OF APPROVAL FOR THE TOLL BROTHERS AT ALDER CREEK PROJECT (MSTR25-00084)
SOUTH OF ALDER CREEK PARKWAY, EAST AND WEST OF OAK AVENUE PARKWAY, NORTH OF MANGINI PARKWAY
SMALL-LOT VESTING TENTATIVE SUBDIVISION MAP, PLANNED DEVELOPMENT PERMIT, INCLUSIONARY HOUSING PLAN, AND
MINOR ADMINISTRATIVE MODIFICATION
Cond.
#
Mitigation
Measure
Condition of Approval When
Required
Responsible
Department
3) The collecting, digging, or removal of any stone, artifact, or other prehistoric or historic object located in public or open space areas, and the disturbance of any archaeological site or historic property, is prohibited. 4) The project site is located close to the Mather Airport flight path and overflight noise may be present at various times.
5) The project site is in proximity to the Prairie City State Vehicular Recreation Area (PCSVRA) and that occasionally residents of the project may see dust and/or hear noise from Off Highway Vehicle use.
6) The project site is in proximity to Prairie City Road, which is used as a haul route for aggregate quarries from the south to Highway 50 to the north, and that residents may regularly encounter quarry trucks along the route and may hear truck noise.
7) The project site is in proximity to a property known as Area 40, which is a 75-acre site northeast of the intersection of White Rock Road and Prairie City Road used by Aerojet Rocketdyne for their operations in the late 1960s and early 1970s. Designated a Superfund Site in 1983 by the U.S.
Environmental Protection Agency, the area’s soil and groundwater are contaminated with rocket fuel materials. Clean up of the area to remove any public health concerns are in progress and being monitored by the EPA, the California Department of Toxic Substances Control (DTSC), and the Regional Water Quality Board.
8) The location of the fencing originally installed by the Applicant shall remain in the locations as shown on the individual plot plans and landscaping plans in perpetuity.
06/23/2026 Item No.18.
7 CONDITIONS OF APPROVAL FOR THE TOLL BROTHERS AT ALDER CREEK PROJECT (MSTR25-00084)
SOUTH OF ALDER CREEK PARKWAY, EAST AND WEST OF OAK AVENUE PARKWAY, NORTH OF MANGINI PARKWAY
SMALL-LOT VESTING TENTATIVE SUBDIVISION MAP, PLANNED DEVELOPMENT PERMIT, INCLUSIONARY HOUSING PLAN, AND
MINOR ADMINISTRATIVE MODIFICATION
Cond.
#
Mitigation
Measure
Condition of Approval When
Required
Responsible
Department
9) Waste bins shall be collected and returned to the garage or other designated area (as determined by the Association) not later than twentyfour (24) hours after the collection day. 10) That all properties located within one mile of an on- or off-site area zoned or used for agricultural use (including livestock grazing) shall be accompanied by written disclosure from the transferor, in a form approved by the City of Folsom, advising the owner/applicant and renters of the potential adverse odor impacts from surrounding agricultural operations, which disclosure shall direct the transferee to contact the County of Sacramento concerning any such property within the County zoned for agricultural uses within one mile of the subject property being transferred.
11. ✓
Mitigation Monitoring and Reporting Program
The owner/applicant shall participate in a mitigation monitoring and reporting program pursuant to City Council Resolution No. 2634 and Public Resources Code 21081.6. The Toll Brothers at Alder Creek Project is expressly conditioned upon compliance with all mitigation monitoring and reporting measures identified in the Folsom Plan Area Specific Plan FEIR/EIS, the South of 50 Backbone Infrastructure Project MND, and the Folsom South of U.S.
Highway 50 Specific Plan Project Revised Proposed Off-Site Water Facility Alternative Amendment to the FPASP and Addendum to the FPASP EIR/EIS.
Applicant shall fund on a Time and Materials basis all mitigation monitoring (e.g., staff and consultant time). The Mitigation Monitoring and Reporting Program for the Folsom Area Specific Plan FEIR/EIS can be found here:
https://www.folsom.ca.us/home/showpublisheddocument/1632/6374770937772 00000
OG CD (P)(E)
DEVELOPMENT COSTS AND FEE REQUIREMENTS
12. Applicable Taxes, Fees, and Charges
The owner/applicant shall pay all applicable taxes, fees and charges for the project at the rate and amount required by the FPASP Public Facilities M CD (P)(E)
06/23/2026 Item No.18.
8 CONDITIONS OF APPROVAL FOR THE TOLL BROTHERS AT ALDER CREEK PROJECT (MSTR25-00084)
SOUTH OF ALDER CREEK PARKWAY, EAST AND WEST OF OAK AVENUE PARKWAY, NORTH OF MANGINI PARKWAY
SMALL-LOT VESTING TENTATIVE SUBDIVISION MAP, PLANNED DEVELOPMENT PERMIT, INCLUSIONARY HOUSING PLAN, AND
MINOR ADMINISTRATIVE MODIFICATION
Cond.
#
Mitigation
Measure
Condition of Approval When
Required
Responsible
Department
Financing Plan and the Amended and Restated Development Agreements and any Amendments thereto.
13. Existing Liens
If applicable, the owner/applicant shall pay off any existing labor or materialman’s liens against the property, or file necessary segregation request and pay applicable fees.
M CD (E)
14. Use of Outside Legal Counsel and Consultants
The City, at its sole discretion, may utilize the services of outside legal counsel and consultants to assist in the implementation of this project, including, but not limited to, drafting, reviewing and/or revising agreements and/or other documentation for the project. If the City utilizes the services of such outside legal counsel or consultants, the applicant shall reimburse the City for all outside legal fees and costs incurred by the City for such services. The applicant may be required, at the sole discretion of the City Attorney, to submit a deposit to the City for these services prior to initiation of the services. The applicant shall be responsible for reimbursement to the City for the services regardless of whether a deposit is required.
M CD (P)(E)
15. Special Study Reimbursement
If the City utilizes the services of consultants to prepare special studies or provide specialized design review or inspection services for the project, the applicant shall reimburse the City for actual costs it incurs in utilizing these services, including administrative costs for City personnel. A deposit for these services shall be provided prior to initiating review of mapping documents, building plans, improvement plans, or beginning inspection, whichever is applicable.
M CD (P)(E)
16. Development Impact Fees
The owner/applicant shall be subject to all Folsom Plan Area Specific Plan Area development impact fees in place at the time of approval or subsequently adopted consistent with the Public Facilities Financing Plan (PFFP), Development Agreement and amendments thereto, unless exempt by previous
06/23/2026 Item No.18.
9 CONDITIONS OF APPROVAL FOR THE TOLL BROTHERS AT ALDER CREEK PROJECT (MSTR25-00084)
SOUTH OF ALDER CREEK PARKWAY, EAST AND WEST OF OAK AVENUE PARKWAY, NORTH OF MANGINI PARKWAY
SMALL-LOT VESTING TENTATIVE SUBDIVISION MAP, PLANNED DEVELOPMENT PERMIT, INCLUSIONARY HOUSING PLAN, AND
MINOR ADMINISTRATIVE MODIFICATION
Cond.
#
Mitigation
Measure
Condition of Approval When
Required
Responsible
Department
agreement. The owner/applicant shall be subject to all applicable Folsom Plan Area plan-wide development impact fees in effect at such time that a building permit is issued. These fees may include, but are not limited to, the Folsom Plan Area Specific Plan Fee, Specific Plan Infrastructure Fee (SPIF), Solid Waste Fee, Corporation Yard Fee, Transportation Management Fee, Transit Fee, Highway 50 Interchange Fee, General Park Equipment Fee, Housing Trust Fee, etc.
Any protest to such for all fees, dedications, reservations or other exactions imposed on this project will begin on the date of final approval (June 9, 2026) or otherwise shall be governed by the terms of the ARDAs and any Amendments thereto. The fees shall be calculated at the fee rate set forth in the PFFP, SPIF, and the ARDAs.
M CD (P) PW, PK
17. School District Fees
The owner/applicant agrees to pay to the Folsom-Cordova Unified School District the maximum fee authorized by law for the construction and/or reconstruction of school facilities. The applicable fee shall be the fee established by the School District that is in effect at the time of the issuance of a building permit. Specifically, the owner/applicant agrees to pay any and all fees and charges and comply with any and all dedications or other requirements authorized under Section 17620 of the Education Code; Chapter 4.7 (commencing with Section 65970) of the Government Code; and Sections 65995, 65995.5 and 65995.7 of the Government Code.
M CD (P)
MAP REQUIREMENTS
18. Alder Creek West Large Lot Subdivision Map
Prior to recordation of the Toll Brothers at Alder Creek Final Small-Lot Vesting Subdivision Maps all conditions of approval and necessary dedications from the Alder Creek West Large Lot Subdivision Map shall be completed.
M CD (E)
19. Subdivision Improvement Agreement
Prior to the approval of any Final Map, the owner/applicant shall enter into a M CD (E)
06/23/2026 Item No.18.
10 CONDITIONS OF APPROVAL FOR THE TOLL BROTHERS AT ALDER CREEK PROJECT (MSTR25-00084)
SOUTH OF ALDER CREEK PARKWAY, EAST AND WEST OF OAK AVENUE PARKWAY, NORTH OF MANGINI PARKWAY
SMALL-LOT VESTING TENTATIVE SUBDIVISION MAP, PLANNED DEVELOPMENT PERMIT, INCLUSIONARY HOUSING PLAN, AND
MINOR ADMINISTRATIVE MODIFICATION
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Condition of Approval When
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subdivision improvement agreement with the City, identifying all required improvements, if any, to be constructed with each proposed phase of development. The owner/applicant shall provide security acceptable to the City, guaranteeing construction of the improvements.
20. Deferred Improvement Agreement
Prior to the recording of the Final Map, the owner/applicant shall enter into a deferred improvement agreement with the City, identifying public improvements, if any, to be constructed with each phase. The owner/applicant shall provide security acceptable to the City, guaranteeing construction of the improvements.
M CD (E), PW
21. Credit Reimbursement Agreement
Prior to the recordation of the first Small-Lot Final Map, the owner/applicant and City shall enter into a credit and reimbursement agreement for constructed improvements that are included in the Folsom Plan Area’s Public Facilities Financing Plan.
M CD (E)
22. Final Map Phasing
Should multiple Final Maps be filed by the owner/applicant, the phasing of maps shall be to the satisfaction of the Community Development Department.
M CD (E)
23. Street Names
Street names identified in Attachment 17 of the staff report shall be used for the Final Small-Lot Map. M CD (P)(E)
24. FMC Compliance
The Final Small-Lot Map shall comply with the Folsom Municipal Code and the Subdivision Map Act. In the event of a conflict between the FMC and the Folsom Plan Area Specific Plan (FPASP), the specific plan shall govern.
M CD (E)
25. FPASP Compliance
A note shall be added to the final map that states:
This map is subject to requirements outlined in the Folsom Plan Area Specific Plan as amended December 22, 2025.
M CD (E)
26. Reciprocal Easements
The owner/applicant shall dedicate a reciprocal access easement for common M CD (E)
06/23/2026 Item No.18.
11 CONDITIONS OF APPROVAL FOR THE TOLL BROTHERS AT ALDER CREEK PROJECT (MSTR25-00084)
SOUTH OF ALDER CREEK PARKWAY, EAST AND WEST OF OAK AVENUE PARKWAY, NORTH OF MANGINI PARKWAY
SMALL-LOT VESTING TENTATIVE SUBDIVISION MAP, PLANNED DEVELOPMENT PERMIT, INCLUSIONARY HOUSING PLAN, AND
MINOR ADMINISTRATIVE MODIFICATION
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use of all private access ways and internal drive aisles.
27. Private Easements
The owner/applicant shall dedicate private easements for utilities, drainage, water, and sanitary sewer on the Small Lot Final Map(s).
M CD (E)
28. New Permanent Benchmarks
The owner/applicant shall provide and establish new permanent benchmarks on the (NAVD 88) datum in various locations within the subdivision or at any other locations in the vicinity of the project/subdivision as directed by the City Engineer. The type and specifications for the permanent benchmarks shall be provided by the City. The new benchmarks shall be placed by the owner/applicant within 6 months from the date of approval of the Final Subdivision Maps.
M CD (E)
29. Centralized Mail Delivery Units
All Final Maps shall show easements or other mapped provisions for the placement of centralized mail delivery units. The owner/applicant shall provide a concrete base for the placement of any centralized mail delivery unit.
Specifications and location of such base shall be determined pursuant to the applicable requirements of the U. S. Postal Service and the City of Folsom Community Development Department, with due consideration for street light location, traffic safety, security, and consumer convenience.
M CD (E)
30. School District Map Copy
Upon recordation of the Small Lot Final Map(s) and prior to building permit issuance, the owner/applicant shall provide the Folsom-Cordova Unified School District with a copy of the recorded Final Map(s).
B CD (E)
31. Digital Map Copy
Prior to the issuance of building permits, the owner/applicant shall provide a digital copy of the recorded Small Lot Final Map(s) (in AutoCAD format) to the Community Development Department. The exception to this requirement are model homes; subject to approval of the Community Development Department, building permits for model homes only may be issued prior to recording of the
B CD (E)
06/23/2026 Item No.18.
12 CONDITIONS OF APPROVAL FOR THE TOLL BROTHERS AT ALDER CREEK PROJECT (MSTR25-00084)
SOUTH OF ALDER CREEK PARKWAY, EAST AND WEST OF OAK AVENUE PARKWAY, NORTH OF MANGINI PARKWAY
SMALL-LOT VESTING TENTATIVE SUBDIVISION MAP, PLANNED DEVELOPMENT PERMIT, INCLUSIONARY HOUSING PLAN, AND
MINOR ADMINISTRATIVE MODIFICATION
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Final Map(s).
32. Inclusionary Housing Plan
To comply with the project’s inclusionary housing obligation, and consistent with the City Inclusionary Housing Ordinance (FMC Chapter 17.104) and Inclusionary Housing Plan approved for the project, the developer shall fulfill the requirement through the payment of in-lieu fees. These fees shall be paid for each building permit at time of issuance.
B CD (P)(B)
33. Backbone Roadways – General Condition
All backbone utility infrastructure is required to be installed with the roadway segments, inclusive of looping, flow, and water quality requirements per City Standards. Determination whether a backbone roadway section has been completed to the City’s satisfaction shall be made by the City’s designated City Engineer and/or City Construction Inspector.
O CD (E), PW
34. Offsite Roadways: Oak Avenue Parkway – Mangini Parkway to Alder Creek Parkway
a) Prior to the 40th Certificate of Occupancy where access to VargasAndrews Way off Oak Avenue Parkway is required: Construct Oak Avenue Parkway from the intersection of Mangini Parkway to VargasAndrews Way off Oak Avenue Parkway per the Modified FPASP cross section as an interim condition, with grading for four-lanes, construction of two-lanes. Improvements to include median curb with landscaping, curb, gutter and sidewalk and backbone utility infrastructure to the satisfaction of the designated City Engineer and/or City Construction Inspector. Each roadway section left or right of the median must be a minimum of 20 feet from face of curb at curb and gutter to face of curb at median.
b) Prior to the 40th Certificate of Occupancy, Construct the Ultimate Condition Roundabout per City of Folsom Standards at Oak Avenue Parkway and Mangini Parkway.
c) Prior to the 329th Certificate of Occupancy:
O CD (E), PW
06/23/2026 Item No.18.
13 CONDITIONS OF APPROVAL FOR THE TOLL BROTHERS AT ALDER CREEK PROJECT (MSTR25-00084)
SOUTH OF ALDER CREEK PARKWAY, EAST AND WEST OF OAK AVENUE PARKWAY, NORTH OF MANGINI PARKWAY
SMALL-LOT VESTING TENTATIVE SUBDIVISION MAP, PLANNED DEVELOPMENT PERMIT, INCLUSIONARY HOUSING PLAN, AND
MINOR ADMINISTRATIVE MODIFICATION
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Mitigation
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Condition of Approval When
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d) Construct Oak Avenue Parkway per the Modified FPASP cross section as an interim condition, with grading for four-lanes, construction of twolanes to the northernmost boundary of Lot T, including the intersection of Haven Parkway as a roundabout. Improvements to include median curb with landscaping, curb, gutter and sidewalk and backbone utility infrastructure to the satisfaction of the designated City Engineer and/or City Construction Inspector. Each roadway section left or right of the median must be a minimum of 20 feet from face of curb at curb and gutter to face of curb at median.
i. Convert the existing 16’ wide sewer access road to a 20’ wide Emergency Vehicle Access Road to the satisfaction of the Fire Department and the designated City Engineer and/or City Construction Inspector, from the northernmost boundary of Lot T to Alder Creek Parkway, and from Alder Creek Parkway to Prairie City Road with controlled and gated Knox Box access from both northbound and southbound directions to the
satisfaction of the Folsom Fire Department and designated City Engineer and/or City Construction Inspector.
e) Prior to the 1300th Certificate of Occupancy: Construct the remaining segment of Oak Avenue Parkway per the Modified FPASP cross section as an interim condition, with grading for four-lanes and construction of two lanes to Alder Creek Parkway. Improvements to include, median curb with landscaping, curb, gutter and sidewalk and backbone utility infrastructure to the satisfaction of the designated City Engineer and/or City Construction Inspector.. Each roadway section left or right of the median must be a minimum of 20 feet from face of curb at curb and gutter to face of curb at median.
35. Offsite Roadways: Haven Parkway – Oak Avenue Parkway to Prairie City Road
06/23/2026 Item No.18.
14 CONDITIONS OF APPROVAL FOR THE TOLL BROTHERS AT ALDER CREEK PROJECT (MSTR25-00084)
SOUTH OF ALDER CREEK PARKWAY, EAST AND WEST OF OAK AVENUE PARKWAY, NORTH OF MANGINI PARKWAY
SMALL-LOT VESTING TENTATIVE SUBDIVISION MAP, PLANNED DEVELOPMENT PERMIT, INCLUSIONARY HOUSING PLAN, AND
MINOR ADMINISTRATIVE MODIFICATION
Cond.
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Mitigation
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Condition of Approval When
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a) Prior to the First Certificate of Occupancy requiring access from Haven Parkway:
i. Construct Haven Parkway from Oak Avenue Parkway to the first required access on Haven Parkway.
ii. Construct Ultimate condition Roundabout per City of Folsom Standards at Oak Avenue Parkway and Haven Parkway.
b) Prior to the 663rd Certificate of Occupancy: Construct Haven Parkway from first access/prior terminus/Oak Avenue to Prairie City Road per the FPASP Cross-Section, including a Class I trail on the north side of Haven Parkway. Improvements to include, median curb with landscaping, curb, gutter and sidewalk and backbone utility infrastructure. Landscaping, curb, gutter, and sidewalk on the south side of Haven Parkway will be completed by others with the development of the abutting property.
c) Prior to the 663rd Certificate of Occupancy: Construct a Traffic Signal with ultimate pole location and interim mast arm and signal head configuration per the FPASP at the intersection of Haven Parkway and Prairie City Road.
O CD (E), PW
36. Offsite Roadways: Mangini Parkway – Oak Avenue Parkway to Western Project Boundary
Prior to the First Certificate of Occupancy that requires access from Mangini Parkway west of the Oak Avenue Parkway intersection: Construct Mangini Parkway from Oak Avenue Parkway to the western project boundary per the FPASP cross section or per a superseded cross section as adopted through a Specific Plan Amendment or other acceptable means modifying the cross section, with a Fire Department Approved Turnaround at the terminus and demonstrate that internal minor roadways serve as an Emergency Vehicle Access Road that will directly connect to Oak Avenue Parkway.
O CD (E), PW
37. Offsite Roadways: Alder Creek Parkway – Oak Avenue Parkway to Prairie City Road
06/23/2026 Item No.18.
15 CONDITIONS OF APPROVAL FOR THE TOLL BROTHERS AT ALDER CREEK PROJECT (MSTR25-00084)
SOUTH OF ALDER CREEK PARKWAY, EAST AND WEST OF OAK AVENUE PARKWAY, NORTH OF MANGINI PARKWAY
SMALL-LOT VESTING TENTATIVE SUBDIVISION MAP, PLANNED DEVELOPMENT PERMIT, INCLUSIONARY HOUSING PLAN, AND
MINOR ADMINISTRATIVE MODIFICATION
Cond.
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Mitigation
Measure
Condition of Approval When
Required
Responsible
Department
a) Prior to the First Certificate of Occupancy that requires access from Alder Creek Parkway: Construct Alder Creek Parkway from Prairie City Road to the subdivision access road as a half-section (southern side) per the modified FPASP cross section of 82’ right of way and connect to the Emergency Vehicle Access Road. Improvements to segment shall include median curb, curb, gutter, and Class I pedestrian bike trail and as well as backbone utility infrastructure. Improvements at this stage also include:
i. Relocate the existing 69kV electrical overhead and all communication facilities as needed to accommodate the full 82’ ultimate right of way.
ii. If northerly side of Alder Creek Parkway has been constructed prior to the installation of the southerly two lanes, the median landscaping will be required to be installed.
iii. Construct a Traffic Signal per the FPASP at the intersection of Alder Creek Parkway and Prairie City Road with signal poles set at the ultimate cross section right of way location.
b) Prior to the 1260th Certificate of Occupancy:
i. Construct Alder Creek Parkway as a half-section (southern side) per the modified FPASP cross section of 82’ right of way from the prior terminus to the intersection of Oak Avenue Parkway.
Improvements to segment shall include median curb, curb, gutter, and Class I pedestrian bike trail as well as backbone utility infrastructure.
ii. Construct Ultimate condition Roundabout per City of Folsom Standards at Oak Avenue Parkway and Alder Creek Parkway.
O CD (E), PW
38. Offsite Roadways: Prairie City Road – Hydromodification Basin #14 to Alder Creek Parkway
Prior to the 663rd Certificate of Occupancy:
a) Construct Prairie City Road from Hydromodification Basin #14 to the
O CD (E), PW
06/23/2026 Item No.18.
16 CONDITIONS OF APPROVAL FOR THE TOLL BROTHERS AT ALDER CREEK PROJECT (MSTR25-00084)
SOUTH OF ALDER CREEK PARKWAY, EAST AND WEST OF OAK AVENUE PARKWAY, NORTH OF MANGINI PARKWAY
SMALL-LOT VESTING TENTATIVE SUBDIVISION MAP, PLANNED DEVELOPMENT PERMIT, INCLUSIONARY HOUSING PLAN, AND
MINOR ADMINISTRATIVE MODIFICATION
Cond.
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Mitigation
Measure
Condition of Approval When
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Responsible
Department
intersection of Alder Creek Parkway. Prairie City Road shall be built as a 2-lane facility half-section on the westerly side per the FPASP cross section or per a superseded cross section as adopted through a Memorandum of Understanding between Sacramento County and the City of Folsom not to exceed two lanes. Improvements to include, median curb, curb, gutter and sidewalk, backbone utility infrastructure and bicycle and pedestrian facilities per FPASP, and any necessary roadway alignment transitions in accordance with City Standards and AASHTO Design Guidelines.
b) Relocate the existing 69kV overhead utilities and poles along the improved length of Prairie City Road to the satisfaction of SMUD. c) If mutually agreed upon by the Developer and the City, the Developer may elect to enter into a development agreement with the City for the City to deliver the conditioned improvements on Prairie City Road on the Developer’s behalf and as described above.
39. Utility Infrastructure
• Utilities shall be constructed concurrent with the roadway phasing, as deemed appropriate and necessary to support the particular phase by the City Engineer.
• A particular development phase may be developed into sub-phases in which the roadway and utility phasing may change. If sub-phasing is proposed, the City Engineer shall determine what roadway and utility improvements are appropriate and necessary to serve the sub-phase.
G, I, M CD(E), PW, FD
SITE DEVELOPMENT REQUIREMENTS
40. Phasing Plan
The owner/applicant shall prepare a complete and comprehensive phasing plan and shall submit the phasing plan to the City for each proposed phase of development. The phasing plan shall include all required infrastructure for each proposed phase of development. The infrastructure shall include all required onsite and off-site improvements, including but not limited to, water system
G, I, M CD(E), EWR, PW,
FD
06/23/2026 Item No.18.
17 CONDITIONS OF APPROVAL FOR THE TOLL BROTHERS AT ALDER CREEK PROJECT (MSTR25-00084)
SOUTH OF ALDER CREEK PARKWAY, EAST AND WEST OF OAK AVENUE PARKWAY, NORTH OF MANGINI PARKWAY
SMALL-LOT VESTING TENTATIVE SUBDIVISION MAP, PLANNED DEVELOPMENT PERMIT, INCLUSIONARY HOUSING PLAN, AND
MINOR ADMINISTRATIVE MODIFICATION
Cond.
#
Mitigation
Measure
Condition of Approval When
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Responsible
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improvements (distribution and transmission mains, booster pump stations, water reservoirs, tanks, pumps, PRV stations, etc.), sanitary sewer improvements (sewer mains, lift stations, forced mains, etc.) roadway and transportation improvements, storm drainage improvements (detention/water quality basins, outfalls, etc.) and all other necessary improvements required for each phase of development. The phasing plan shall be reviewed and approved by the City.
The Public Works Director/City Engineer may condition the phasing to ensure that each phase functions independently and is consistent with the minimum utility and access standards of the City. All maps filed in phases will be required to have two points of access for emergency vehicle access and/or general traffic purposes and all off-site utilities deemed necessary as determined by the City Engineer. Improvement plans for all future phases that include half sections of local residential streets shall include a minimum of 15 feet of pavement over the centerline, to allow two-way traffic and shall be subject to approval of the Community Development Department and Fire Department. The City will not dictate the order of the phasing except that the first phase shall construct necessary supporting backbone infrastructure to that phase.
41. Geotechnical Report
Prior to the issuance of any grading, improvement permit, and/or building permit, the owner/applicant shall have a geotechnical report prepared by an appropriately licensed engineer that includes an analysis of site suitability, proposed foundation design for all proposed structures, and roadway and pavement design. The geotechnical report shall be inclusive of any proposed wall calculations. The report and calculations are subject to review and approval by the Community Development Department.
G, I CD (E)
42. Naturally Occurring Asbestos
This project is located in a geologic unit within the boundaries of the City of Folsom, which is moderately likely to contain naturally occurring asbestos. The
06/23/2026 Item No.18.
18 CONDITIONS OF APPROVAL FOR THE TOLL BROTHERS AT ALDER CREEK PROJECT (MSTR25-00084)
SOUTH OF ALDER CREEK PARKWAY, EAST AND WEST OF OAK AVENUE PARKWAY, NORTH OF MANGINI PARKWAY
SMALL-LOT VESTING TENTATIVE SUBDIVISION MAP, PLANNED DEVELOPMENT PERMIT, INCLUSIONARY HOUSING PLAN, AND
MINOR ADMINISTRATIVE MODIFICATION
Cond.
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Mitigation
Measure
Condition of Approval When
Required
Responsible
Department
owner/applicant shall be required to obtain approval from the Sacramento Metropolitan Air Quality Management District (SMAQMD) prior to approval of any grading and/or construction on the project site. The owner/applicant shall provide to the Community Development Department a copy of the written approval from SMAQMD prior to approval of grading and/or site improvement plans.
G, B CD (E)
43. Compliance with Standard Specifications and Details Public and private improvements, including roadways, curbs, gutters, sidewalks, bicycle lanes and trails, streetlights, underground infrastructure and all other improvements shall be provided in accordance with the current edition of the City of Folsom Standard Construction Specifications and the Design and Procedures Manual and Improvement Standards.
I, B CD (P)(E)
44. Improvement Plan Review
The improvement plans for the required public and private subdivision improvements necessary to serve any and all phases of development shall be reviewed and approved by the Community Development Department prior to approval of a Final Map.
I, B CD (E)
45. Material Storage Areas
The owner/applicant shall locate staging and material storage areas as far away from sensitive biological resources and sensitive land uses (e.g., residential areas, schools, parks) as feasible. Staging and material storage areas shall be screened from adjacent occupied land uses in earlier development phases to the maximum extent practicable. Screens may include, but are not limited to, the use of visual barriers such as berms or fences. Staging and material storage areas shall be shown on all grading and/or improvement plans prior to plan approval by the City.
G CD (P)(E)(B)
46. Landslide /Slope Failure
The owner/applicant shall retain an appropriately licensed engineer during the grading activities to identify existing landslides and potential slope failure hazards. The said engineer shall be notified a minimum of two days prior to any
G CD (E) PW
06/23/2026 Item No.18.
19 CONDITIONS OF APPROVAL FOR THE TOLL BROTHERS AT ALDER CREEK PROJECT (MSTR25-00084)
SOUTH OF ALDER CREEK PARKWAY, EAST AND WEST OF OAK AVENUE PARKWAY, NORTH OF MANGINI PARKWAY
SMALL-LOT VESTING TENTATIVE SUBDIVISION MAP, PLANNED DEVELOPMENT PERMIT, INCLUSIONARY HOUSING PLAN, AND
MINOR ADMINISTRATIVE MODIFICATION
Cond.
#
Mitigation
Measure
Condition of Approval When
Required
Responsible
Department
site clearing or grading to facilitate meetings with the grading contractor in the field. If blasting is required to complete final grading of the site, the owner/applicant shall notify the City and coordinate with the City Engineer throughout the blasting activities for the duration of the operation. Notification to developed properties (existing homes and businesses) within a certain radius of the blasting activity may be required to the satisfaction of the City Engineer.
47. Mining Activity Remediation
The owner/applicant shall locate and remediate all antiquated mine shafts, drifts, open cuts, tunnels, and water conveyance or impoundment structures existing on the project site, with specific recommendations for the sealing, filling, or removal of each that meet all applicable health, safety, and engineering standards. Recommendations shall be prepared by an appropriately licensed engineer or geologist. All remedial plans shall be reviewed and approved by the City Engineer prior to approval of grading plans.
G CD (E)
48. State and Federal Permits
The owner/applicant shall obtain all required State and Federal permits and provide evidence that said permits have been obtained, or that the permit is not required, subject to staff review prior to approval of any grading or improvement plan.
G, I CD (P)(E)
49. Retaining Wall Review
The final location, design, height, materials, and colors of retaining walls are subject to review and approval by the Community Development Department.
G, I, B CD (P)(E), FD
50. Walls/Fences/Gates
The final location, design, height, materials, and colors of the walls, fences, and gates shall be consistent with the submitted Perimeter Wall and Fence Exhibit and Retaining Walls Exhibit subject to review and approval by the Community Development Department.
I, B CD (P)(E)
51. Replacement of Damaged Facilities
The owner/applicant shall be responsible for replacing any and all damaged or hazardous public sidewalk, curb and gutter, and/or bicycle trail facilities along
OG CD (E)
06/23/2026 Item No.18.
20 CONDITIONS OF APPROVAL FOR THE TOLL BROTHERS AT ALDER CREEK PROJECT (MSTR25-00084)
SOUTH OF ALDER CREEK PARKWAY, EAST AND WEST OF OAK AVENUE PARKWAY, NORTH OF MANGINI PARKWAY
SMALL-LOT VESTING TENTATIVE SUBDIVISION MAP, PLANNED DEVELOPMENT PERMIT, INCLUSIONARY HOUSING PLAN, AND
MINOR ADMINISTRATIVE MODIFICATION
Cond.
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Mitigation
Measure
Condition of Approval When
Required
Responsible
Department
the site frontage and/or boundaries, including pre-existing conditions and construction damage, to the satisfaction of the Community Development Department.
52. Improvement Completion
Separate from backbone infrastructure requirements, on-site public and private improvements, including roadways, curbs, gutters, sidewalks, bicycle lanes and on-street/on-site trails, streetlights, underground infrastructure, and all other improvements shall be completed prior to the first Certificate of Occupancy for the appropriate phase of the project, as determined by the designated City Engineer and/or City Construction Inspector.
O CD(P)(E)
53. Off-site improvements / Rights of Entry
For any improvements constructed on private property that are not under the ownership or control of the owner/applicant, all rights-of-entry, and if necessary, a permanent easement shall be obtained and provided to the City. All rights of entry, construction easements, either permanent or temporary and other easements shall be obtained as set forth in applicable ARDAs, which shall be fully executed by all affected parties and shall be recorded with the Sacramento County Recorder, where applicable, prior to approval of grading and/or improvement plans.
G, I CD (E)
54. Management of Tribal Cultural Resources
Should any indications of possible tribal cultural resources (TCRs), such as cultural features, unusual amounts of bone or shell, or cultural belongings be encountered during any construction activities, work shall be suspended in the vicinity of the find and the appropriate oversight agency(ies) shall be notified immediately. The appropriate oversight agency(ies) shall retain a tribal representative or Tribal Historic Preservation Officer (THPO) who shall assess the significance of the find by evaluating the resource to determine if it is a TCR as defined in Section 21074 of the Public Resources Code. If the resource is a TCR as defined in state law, and it would be subject to disturbance or
DC CD (P)(E)
06/23/2026 Item No.18.
21 CONDITIONS OF APPROVAL FOR THE TOLL BROTHERS AT ALDER CREEK PROJECT (MSTR25-00084)
SOUTH OF ALDER CREEK PARKWAY, EAST AND WEST OF OAK AVENUE PARKWAY, NORTH OF MANGINI PARKWAY
SMALL-LOT VESTING TENTATIVE SUBDIVISION MAP, PLANNED DEVELOPMENT PERMIT, INCLUSIONARY HOUSING PLAN, AND
MINOR ADMINISTRATIVE MODIFICATION
Cond.
#
Mitigation
Measure
Condition of Approval When
Required
Responsible
Department
destruction, the City shall consult with the THPO or their designee to determine the appropriate treatment before resuming construction activities at the TCR.
FIRE DEPARTMENT REQUIREMENTS
55. Fire Station Dedication
A fire station site shall be dedicated on the Final Map consistent with the project’s location as shown on the Small-Lot Vesting Tentative Subdivision Map with improvements completed and access points located to the satisfaction of the City of Folsom Fire Department.
M CD (E), FD
56. Prepare Fuel Modification Plan (FMP)
The owner/applicant shall submit a Fuel Modification Plan consistent with the FPA Open Space Management Plan to the City for review and approval by the City. Final approval of the plan shall occur prior to the issuance of a building permit for any new construction. A Fuel Modification Plan shall consist of a set of scaled plans showing fuel modification zones indicated with applicable assessment notes. A fuel modification plan submitted for approval shall be prepared by one of the following: a California state licensed landscape architect, or state licensed landscape contractor, or a landscape designed, or an individual with expertise acceptable to the Fire Code Official.
Notification of fuel modification requirements are to be made upon sale to new property owners. Proposed changes to the approved Fuel Modification Plan shall be submitted to the City for approval prior to implementation.
The owner/applicant shall dedicate a 30-foot-wide fuel modification easement(s) for all residential properties located adjacent to open space areas within the development. The owner/applicant shall dedicate easements, if applicable, for the required fuel modification buffer. The fuel modification setback shall be shown on the Final Map.
M, B CD (P) FD
06/23/2026 Item No.18.
22 CONDITIONS OF APPROVAL FOR THE TOLL BROTHERS AT ALDER CREEK PROJECT (MSTR25-00084)
SOUTH OF ALDER CREEK PARKWAY, EAST AND WEST OF OAK AVENUE PARKWAY, NORTH OF MANGINI PARKWAY
SMALL-LOT VESTING TENTATIVE SUBDIVISION MAP, PLANNED DEVELOPMENT PERMIT, INCLUSIONARY HOUSING PLAN, AND
MINOR ADMINISTRATIVE MODIFICATION
Cond.
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Mitigation
Measure
Condition of Approval When
Required
Responsible
Department
The owner/applicant shall be responsible for the maintenance of the fuel modification areas until such time that the City takes ownership of the open space areas that are to be deeded to the City within the project site.
57. All-Weather Access and Fire Hydrants
The owner/applicant shall provide all-weather access and fire hydrants before combustible materials are allowed on any project site or other approved alternative method as approved by the Fire Department. All-weather emergency access roads and fire hydrants (tested and flushed) shall be provided before combustible material or vertical construction is allowed on any project site or other approved alternative method as approved by the Fire Department. (Allweather access is defined in Folsom Municipal Code (FMC) Section 8.36.080 which references City modifications to Chapter 33 (Fire Department Site Access and Water Supply), Section 3307 of the Fire Code.
G, I, M, B CD (P) (E), FD
58. Illuminated Addressing
Buildings shall have illuminated addresses visible from the street or drive fronting the property. Size and location of address identification shall be reviewed and approved by the Fire Department.
B CD (P) (E), FD
59. Fire Flow
Residential Fire-Flow with Automatic Fire Sprinkler System: The required fireflow for the proposed residential portion of the project is determined to be 875 GPM for one hour.
B CD (P) (E), FD
60. Street Length
The maximum length of any dead-end street shall not exceed 500 feet in accordance with the Folsom Fire Code (unless approved by the Fire Department).
M, I CD (P) (E), FD
LANDSCAPE/TREE PRESERVATION REQUIREMENTS
61. ✓ Individual Oak Trees – Removal of or Work Near Individual Oak Trees Prior to commencement of any grading or site improvement activities, the owner/applicant shall obtain a tree removal permit and/or tree work permit, mitigate for removal of or for work on individual isolated oak trees (i.e., those G, I CD (A) (P) (E)
06/23/2026 Item No.18.
23 CONDITIONS OF APPROVAL FOR THE TOLL BROTHERS AT ALDER CREEK PROJECT (MSTR25-00084)
SOUTH OF ALDER CREEK PARKWAY, EAST AND WEST OF OAK AVENUE PARKWAY, NORTH OF MANGINI PARKWAY
SMALL-LOT VESTING TENTATIVE SUBDIVISION MAP, PLANNED DEVELOPMENT PERMIT, INCLUSIONARY HOUSING PLAN, AND
MINOR ADMINISTRATIVE MODIFICATION
Cond.
#
Mitigation
Measure
Condition of Approval When
Required
Responsible
Department
not located within the delineated boundary of the oak woodland habitat) consistent with Mitigation Measure 3A.3-5 of the Mitigation Monitoring and Reporting Program and the Oak Woodlands Mitigation section of the Folsom Plan Area Specific Plan (FPASP). Such permits shall be issued consistent with the requirements of Chapter 12.16 of the City of Folsom Municipal Code for Tree Preservation.
Per FMC Chapter 12.16, Tree Removal and Tree Work Permit Applications must contain an application form, justification statement, site map, count of isolated oak trees removed, preservation program, and arborist’s report.
Application(s) shall be submitted to the City of Folsom by the owner/applicant for issuance of a Tree Permits prior to commencement of any grading or site improvement activities.
62. ✓ Oak Woodland Canopy – Preservation and Protection Consistent with Mitigation Measure #1 in the FPASP, the owner/applicant shall protect and minimize indirect impacts to trees to be preserved and shall be required to do the following:
✓ Comply with Mitigation Measure 3A.3-5: Conduct Tree Survey, Prepare and Implement an Oak Woodland Mitigation Plan, and Implement Measures to Avoid and Minimize Indirect Impacts on Oak Trees Retained On Site.
o For the detailed requirements refer to Mitigation Measure 3A.3-5 on p. 22 of the Mitigation Monitoring and Reporting Program for the Folsom South of U.S. Highway 50 Specific Plan Project (MMRP).
G, I, OG CD (A) (P) (E)
63. ✓ Mitigation for Oak Woodland Impacts
To mitigate for the loss of oak woodland canopy from the proposed development activities, the owner/applicant shall implement one or a
G, I, OG CD (A) (P) (E)
06/23/2026 Item No.18.
24 CONDITIONS OF APPROVAL FOR THE TOLL BROTHERS AT ALDER CREEK PROJECT (MSTR25-00084)
SOUTH OF ALDER CREEK PARKWAY, EAST AND WEST OF OAK AVENUE PARKWAY, NORTH OF MANGINI PARKWAY
SMALL-LOT VESTING TENTATIVE SUBDIVISION MAP, PLANNED DEVELOPMENT PERMIT, INCLUSIONARY HOUSING PLAN, AND
MINOR ADMINISTRATIVE MODIFICATION
Cond.
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Responsible
Department
combination of the following measures in accordance with the FPASP and Mitigation Measure 3A.3-5 from the MMRP:
1. Secure existing and unprotected oak woodland habitat within Sacramento and/or El Dorado counties through a conservation easement. Off-site preserved locations shall be managed as oak woodland habitat in perpetuity; and/or
2. Plant a combination of oak acorns, seedlings, and oak trees at off-site location(s), following the Oak Woodland Mitigation Planting Criteria below. Planted areas would be placed under conservation easements and managed as oak woodlands in perpetuity.
Oak Woodlands Mitigation Planting Criteria:
A minimum of 55 planting sites per acre (with a total of 70-units) will be required with additional minimum requirements of #1, #5 and #15 container plantings. Mitigation acreage that is planted solely with larger oak trees (no acorns) will have minimum of 35 planting sites per acre. Plantings will have unit values as outlined below:
a. One established acorn equals one unit (acorns will be over planted to maximize potential germination).
b. One oak seedling in a #1 container equals two units
(minimum of 10% required).
c. One #5 container oak tree equals three units
(minimum of 10% required).
d. One #15 container oak tree equals four units
(minimum of 10% required).
e. One 24-inch boxed oak tree equals six units.
06/23/2026 Item No.18.
25 CONDITIONS OF APPROVAL FOR THE TOLL BROTHERS AT ALDER CREEK PROJECT (MSTR25-00084)
SOUTH OF ALDER CREEK PARKWAY, EAST AND WEST OF OAK AVENUE PARKWAY, NORTH OF MANGINI PARKWAY
SMALL-LOT VESTING TENTATIVE SUBDIVISION MAP, PLANNED DEVELOPMENT PERMIT, INCLUSIONARY HOUSING PLAN, AND
MINOR ADMINISTRATIVE MODIFICATION
Cond.
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Mitigation
Measure
Condition of Approval When
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Responsible
Department
f. One transplanted oak tree equals four units per trunk diameter inch (DBH).
g. The planting of non-oak species will be required as a component of oak woodland mitigation in order to
augment the overall habitat value of these areas.
Appropriate non-oak species will be determined by
the city at the time of mitigation planting. Each nonoak planting will represent unit values as described above for oak trees, but no more than 10% of planting
may be non-oak species to count as mitigation.
Ratios of planting types will vary based upon site specific conditions which will require an evaluation of several factors including irrigation needs, access, soil types, and evidence of natural oak recruitment. Some areas may be determined (in consultation with the City arborist) to be best suited for acorn planting only. These areas will not be subject to the minimum planting requirement of #1, #5, and #15 container stock.
Mitigation acreage will be monitored for eight years to ensure that a minimum of 80% of planted unit values are successfully established. Trees surviving after eight years, with a minimum of three years without maintenance or irrigation will be considered successfully established.
64. ✓ Protection of Trees and Conservation Areas
The Conservation Areas shall be fenced prior to construction. In addition, the Passive Recreation Open Spaces shall be fenced with high-visibility fencing prior to starting construction. DC CD (A) (P) (E)
06/23/2026 Item No.18.
26 CONDITIONS OF APPROVAL FOR THE TOLL BROTHERS AT ALDER CREEK PROJECT (MSTR25-00084)
SOUTH OF ALDER CREEK PARKWAY, EAST AND WEST OF OAK AVENUE PARKWAY, NORTH OF MANGINI PARKWAY
SMALL-LOT VESTING TENTATIVE SUBDIVISION MAP, PLANNED DEVELOPMENT PERMIT, INCLUSIONARY HOUSING PLAN, AND
MINOR ADMINISTRATIVE MODIFICATION
Cond.
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Measure
Condition of Approval When
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Responsible
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To avoid and minimize indirect impacts on protected trees to remain on the SPA, the project applicant(s) of all affected project phases shall establish a Tree Protection Zone by installing high visibility fencing outside the outer edge of the drip lines of all trees to be retained on the SPA during project construction. The fencing may be installed around groups or stands of trees or whole wooded areas and must be installed so that the drip lines of all trees are protected.
Grading, trenching, equipment or materials storage, driving or operation of vehicles, parking, paving, irrigation, and landscaping shall be prohibited within the fenced areas (i.e. drip lines of protected trees) at all times. No-entry signs shall be posted on exclusion fencing stating that the enclosed trees are to be preserved. Signs shall state the penalty for damage to, or removal of, the protected tree. Said fencing shall be inspected by the City Urban Forester prior to any equipment staging or earth work.
65. ✓ Affected Oak Trees
The owner/applicant shall retain an ISA certified project arborist for the duration of the project to oversee all onsite tree removal, preservation and monitoring efforts.
Where site work activities (including but not limited to grading, trenching, equipment/materials storage, vehicle operation, paving, or utility/irrigation installation) cannot be avoided within the dripline of a native oak tree, that tree shall be counted as an “Affected Tree”. Affected Trees shall be surveyed by the Project Arborist prior to the commencement of the encroaching site work and monitored for a period of five years following the completion of said work. Any Affected Tree that declines in health or dies within this five-year monitoring period shall be mitigated at the "per diameter inch" rate for Isolated Oak Trees as set forth in the FPASP.
DC CD (A) (P) (E)
06/23/2026 Item No.18.
27 CONDITIONS OF APPROVAL FOR THE TOLL BROTHERS AT ALDER CREEK PROJECT (MSTR25-00084)
SOUTH OF ALDER CREEK PARKWAY, EAST AND WEST OF OAK AVENUE PARKWAY, NORTH OF MANGINI PARKWAY
SMALL-LOT VESTING TENTATIVE SUBDIVISION MAP, PLANNED DEVELOPMENT PERMIT, INCLUSIONARY HOUSING PLAN, AND
MINOR ADMINISTRATIVE MODIFICATION
Cond.
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Condition of Approval When
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Responsible
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66. Landscaping Plans
Final landscape plans and specifications shall be prepared by a registered landscape architect and approved by the City prior to the approval of the first building permit. Said plans shall include all on-site landscape specifications and details including a tree planting exhibit demonstrating sufficient diversity and appropriate species selection to the satisfaction of the Community Development Department. The tree exhibit shall include all street trees, accent trees, parking lot shading trees, and mitigation trees proposed within the development.
The owner/applicant shall comply with the most current State Model Water Efficient Landscape Ordinance (MWELO) and all applicable ordinances, policies, and design standards related to landscape and water conservation.
This includes adherence to all prevailing state and local regulations, including Governor’s declarations and drought-response mandates, as well as all Specific Plan, Folsom Municipal Code, and city standard requirements pertaining to landscape design and tree planting.
I, OG CD (A)(P), PW
67. Utility Conflicts
Utilities shall not be placed or run through landscape areas in such a way as to conflict with applicable landscaping or parking lot shade tree requirements.
Adequate separation between utilities is required to meet the City of Folsom standards.
I, B CD (P)(E)
68. Vertical Curb
All curbs located adjacent to landscaping, whether natural or manicured, and where parking is allowed shall be vertical except as approved by the Community Development Department.
I CD (P)(B)
69. Right of Way Landscaping
Except for the area outside the City right-of-way on the western side of Prairie City Road, landscaping along all road rights of way and in public open space lots shall be installed when the adjoining road or lots are constructed. This shall include landscaping of the ultimate width of the median area between north and
I, OG CD (P), PW
06/23/2026 Item No.18.
28 CONDITIONS OF APPROVAL FOR THE TOLL BROTHERS AT ALDER CREEK PROJECT (MSTR25-00084)
SOUTH OF ALDER CREEK PARKWAY, EAST AND WEST OF OAK AVENUE PARKWAY, NORTH OF MANGINI PARKWAY
SMALL-LOT VESTING TENTATIVE SUBDIVISION MAP, PLANNED DEVELOPMENT PERMIT, INCLUSIONARY HOUSING PLAN, AND
MINOR ADMINISTRATIVE MODIFICATION
Cond.
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Condition of Approval When
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Responsible
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southbound lanes with future lane areas limited to groundcover to the satisfaction of the Public Works Director.
70. Landscape Maintenance
The owner/applicant or HOA(s) if established shall be responsible for on-site, private common area landscape maintenance throughout the life of the project to the satisfaction of the Community Development Department. Vegetation or planting shall not be less than that depicted on the final landscape plan unless tree removal is approved by the Community Development Department because the spacing between trees will be too close on center as they mature. Any protected trees as defined under Folsom Municipal Code 12.16 shall require an approved tree permit issued by the Community Development Department prior to removal.
Street frontage trees, parking lot shade trees, and any other regulated trees as defined within Folsom Municipal Code 12.16.020 or within these conditions shall be maintained according to the most current American National Standards for Tree Care Operations (ANSI A-300) by qualified tree care professionals. Tree topping for height reduction, view protection, light clearance or any other purpose shall not be allowed. Specialty-style pruning, such as pollarding, shall be specified within the approved landscape plans and shall be implemented during a 5-year establishment and training period.
The Conditions, Covenants and Restrictions (CC&Rs) covering the project development(s) shall include language that tree maintenance is the responsibility of the property owner for any trees on private property, in compliance with city standards.
OG CD (A)
ARCHITECTURAL/SITE DESIGN REQUIREMENTS
71. Design Review Approval
Prior to issuance of a building permit for any residential units within the
06/23/2026 Item No.18.
29 CONDITIONS OF APPROVAL FOR THE TOLL BROTHERS AT ALDER CREEK PROJECT (MSTR25-00084)
SOUTH OF ALDER CREEK PARKWAY, EAST AND WEST OF OAK AVENUE PARKWAY, NORTH OF MANGINI PARKWAY
SMALL-LOT VESTING TENTATIVE SUBDIVISION MAP, PLANNED DEVELOPMENT PERMIT, INCLUSIONARY HOUSING PLAN, AND
MINOR ADMINISTRATIVE MODIFICATION
Cond.
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Measure
Condition of Approval When
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Responsible
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subdivision, the owner/applicant shall obtain Design Review and/or Planned Development approval from the Planning Commission for all residences to be built within the subdivision. If the architecture is not consistent with the Toll Brothers at Alder Creek Architectural Guidelines as approved, the owner applicant may modify the plans or apply for modification to the Architectural Guidelines to be approved by the Planning Commission.
B CD (P)(B)
72. Front Yard Trees
A minimum of one tree shall be planted in the front yard of each residential lot within the subdivision. A minimum of two trees are also required along the street-side of all corner lots. All front yard irrigation and landscaping shall be installed prior to a Building Permit Final. Plot Plans shall show required street trees.
B CD (P)
73. Lighting Plan
The owner/applicant of all project phases shall submit a lighting plan for the project to the Community Development Department. The lighting plan shall be consistent with the Folsom Ranch Central District Design Guidelines:
1. Shield or screen lighting fixtures to direct the light downward and prevent light spill on adjacent properties;
2. Place and shield or screen flood and area lighting needed for construction activities, nighttime sporting activities, and/or security so as not to disturb adjacent residential areas and passing motorists;
3. For public lighting in residential neighborhoods, prohibit the use of light fixtures that are of unusually high intensity or that blink or flash;
4. Use appropriate building materials (such as low-glare glass, low-glare building glaze or finish, neutral, earth-toned colored paint and roofing materials), shielded or screened lighting, and appropriate signage in the office/commercial areas to prevent light and glare from adversely affecting motorists on nearby roadways; and
5. Design exterior on-site lighting as an integral part of the building and landscaping design in the Specific Plan Area. Lighting fixtures shall be
I CD (P)
06/23/2026 Item No.18.
30 CONDITIONS OF APPROVAL FOR THE TOLL BROTHERS AT ALDER CREEK PROJECT (MSTR25-00084)
SOUTH OF ALDER CREEK PARKWAY, EAST AND WEST OF OAK AVENUE PARKWAY, NORTH OF MANGINI PARKWAY
SMALL-LOT VESTING TENTATIVE SUBDIVISION MAP, PLANNED DEVELOPMENT PERMIT, INCLUSIONARY HOUSING PLAN, AND
MINOR ADMINISTRATIVE MODIFICATION
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architecturally consistent with the overall site design. Lights used on signage should be directed to light only the sign face with no off-site glare.
74. Monument Signage
The final location, height, size, and design of any future monument sign shall be subject to review and approval by the Community Development Department to ensure consistency with the requirements of FMC Section 17.59.040 D. In addition, the owner/applicant shall obtain a sign permit prior to installation of any monument sign.
B CD (P)
75. Mechanical Equipment Screening
All mechanical equipment shall be concealed from view of public and private streets, neighboring properties and nearby higher buildings where practicable to the satisfaction of the Community Development Department.
O CD (P)
PARKS AND RECREATION DEPARTMENT
76. Local/Mini Parks
The areas shown as local or mini parks in the Toll Brothers at Alder Creek application are not required park land and therefore do not qualify for parkland dedication credit. Additionally, required park land may not be substituted by the areas shown as local or mini parks in the application. The local and/or mini parks shall be owned and maintained by a Homeowner’s Association.
The dedication of the 10-acre park site, known as Neighborhood Park 5, will meet the requirements for park land dedication for this development.
M, O CD(E), PR
77. Parkland Dedication – Neighborhood Park 5
The following measures shall be implemented to the satisfaction of the Parks and Recreation Department:
1. Parkland Dedications shall be calculated as net acreage.
2. Dedication of the 10-acre park site, known as Neighborhood Park 5, shown as Lot A Park on the Small Lot Vesting Tentative Subdivision Map dated March 4, 2026.
M PR
06/23/2026 Item No.18.
31 CONDITIONS OF APPROVAL FOR THE TOLL BROTHERS AT ALDER CREEK PROJECT (MSTR25-00084)
SOUTH OF ALDER CREEK PARKWAY, EAST AND WEST OF OAK AVENUE PARKWAY, NORTH OF MANGINI PARKWAY
SMALL-LOT VESTING TENTATIVE SUBDIVISION MAP, PLANNED DEVELOPMENT PERMIT, INCLUSIONARY HOUSING PLAN, AND
MINOR ADMINISTRATIVE MODIFICATION
Cond.
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Condition of Approval When
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3. As identified in the Municipal Code Section 16.32.040 Subsection K, at the time of the final subdivision map or parcel map of a subdivision adjacent or contiguous to the park site, the subdivider shall dedicate the land as required by the city council. The Neighborhood Park 5 site shall be dedicated entirely at one time and as one parcel.
4. As identified in the Folsom Plan Area Specific Plan Policy 9.14, at the time of dedication, park land shall exclude easements, wetlands, public rights-of-way, and steep slopes or structures.
5. As identified in the Folsom Plan Area Specific Plan Policy 9.13, if the existing slope of the park site exceeds five percent, the site shall be rough graded by the owner/developer/builder dedicating the park land in accordance with grading plans approved by the City of Folsom Parks and Recreation Department.
6. As identified in the Folsom Plan Area Specific Section 9.3, at the time of dedication, the park site shall have no existing oak trees, that would interfere with active uses. There will be no reimbursement from the City for permitting, tree removal, or other efforts to meet this requirement.
7. Owner/applicant shall provide to the City a topographic survey in an electronic file compatible with AutoCAD upon completion of the rough grading.
8. All subdivision utilities (i.e. Potable Water, Non-potable Water, Sewer, Storm Drain, Public Utilities, etc.) shall be extended at least 5 feet past Right of Way by owner/applicant at a location coordinated with Parks and Recreation staff and approved by the Parks and Recreation Director.
9. Access streets, curb, gutter, and sidewalk with ADA compliant curb ramps at crosswalks, in compliance with the City Design Standards, shall be brought into the park site by owner/applicant at a location coordinated with Parks and Recreation staff and approved by the Parks and Recreation Director.
06/23/2026 Item No.18.
32 CONDITIONS OF APPROVAL FOR THE TOLL BROTHERS AT ALDER CREEK PROJECT (MSTR25-00084)
SOUTH OF ALDER CREEK PARKWAY, EAST AND WEST OF OAK AVENUE PARKWAY, NORTH OF MANGINI PARKWAY
SMALL-LOT VESTING TENTATIVE SUBDIVISION MAP, PLANNED DEVELOPMENT PERMIT, INCLUSIONARY HOUSING PLAN, AND
MINOR ADMINISTRATIVE MODIFICATION
Cond.
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Condition of Approval When
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10. A Type 2 vertical curb and gutter, in compliance with City Design Standards, will be constructed along the park right-of-way.
11. Any residential parcel contiguous to the Neighborhood Park 5 site shall have a six-foot minimum height concrete masonry wall constructed along the property line adjacent to the park site. There will be no reimbursement from the City for design, permitting, construction, or other efforts to meet this requirement.
78. Class I Trail Access
All Class I trails must remain publicly accessible at all times. Additionally, these trails should be designed to accommodate access for both City maintenance and emergency response vehicles. As shown in the Small Lot Vesting Tentative Subdivision Map, open space areas should include more than two points of ingress and egress to ensure adequate connectivity and accessibility with minor modifications allowed subject to Parks Department review and approval.
I, B, OG PR
POLICE/SECURITY REQUIREMENTS
79. Security Measures
The owner/applicant shall consult with the Folsom Police Department prior to the start of site work and vertical construction to incorporate all reasonable crime prevention measures. The following security/safety measures shall be considered:
1. A security guard shall be on duty at all times at the site or a six-foot security fence shall be constructed around the perimeter of construction areas.
2. Institute security measures for the safety of all construction equipment and unit appliances.
3. Landscaping shall not cover exterior doors or windows, block line-of-site at intersections or screen overhead lighting.
G, I, B, OG PD
TRAFFIC, ACCESS, CIRCULATION AND PARKING REQUIREMENTS
80. Roundabout and Traffic Signal Design
M CD (E), PW, FD
06/23/2026 Item No.18.
33 CONDITIONS OF APPROVAL FOR THE TOLL BROTHERS AT ALDER CREEK PROJECT (MSTR25-00084)
SOUTH OF ALDER CREEK PARKWAY, EAST AND WEST OF OAK AVENUE PARKWAY, NORTH OF MANGINI PARKWAY
SMALL-LOT VESTING TENTATIVE SUBDIVISION MAP, PLANNED DEVELOPMENT PERMIT, INCLUSIONARY HOUSING PLAN, AND
MINOR ADMINISTRATIVE MODIFICATION
Cond.
#
Mitigation
Measure
Condition of Approval When
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Responsible
Department
Except for Prairie City Road which shall have signalized intersections, all major roadway intersections shall use roundabouts consistent with the City’s Roundabout Standards unless an intersection control evaluation demonstrates that a roundabout is not suitable for that intersection. At minimum, roundabouts are required at the following intersections consistent with the Folsom Plan Area Specific Plan:
1. Mangini Parkway and Oak Avenue Parkway
2. Haven Parkway and Oak Avenue Parkway
3. Alder Creek Parkway and Oak Avenue Parkway
The following intersections will require traffic signals in connection with Prairie City Road improvements and the Memorandum of Understanding dated [DATE] between the City of Folsom and the County of Sacramento for shared use facility:
1. Prairie City Road and Haven Parkway
2. Prairie City Road and Alder Creek Parkway, this intersection shall be constructed consistent with said MOU and the Folsom Plan Area Specific Plan.
Prior to approval of the Final Map, the design of all roundabouts shall be reviewed and approved by the Community Development Department, the Public Works Department, and the Fire Department. The design shall include proposed lane configurations, proposed driveways, and any proposed landscape/hardscape features.
81. Class II Bike Lanes
All Class II bike lanes shall be striped, and the legends painted to the satisfaction of the Community Development Department. No parking shall be permitted within the Class II bike lanes.
I CD(E)(P)
82. Prepare Traffic Control Plan
06/23/2026 Item No.18.
34 CONDITIONS OF APPROVAL FOR THE TOLL BROTHERS AT ALDER CREEK PROJECT (MSTR25-00084)
SOUTH OF ALDER CREEK PARKWAY, EAST AND WEST OF OAK AVENUE PARKWAY, NORTH OF MANGINI PARKWAY
SMALL-LOT VESTING TENTATIVE SUBDIVISION MAP, PLANNED DEVELOPMENT PERMIT, INCLUSIONARY HOUSING PLAN, AND
MINOR ADMINISTRATIVE MODIFICATION
Cond.
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Measure
Condition of Approval When
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Prior to construction, a Traffic Control Plan for existing roadways and intersections affected by construction shall be prepared. The Traffic Control Plan shall designate haul routes and sites and comply with requirements in encroachment permits issued by the City, if applicable. The Traffic Control Plan to be prepared by the project construction contractor(s) shall, at minimum, include the following measures:
1. Maintaining the maximum amount of travel lane capacity during nonconstruction periods, possible, and advanced notice to drivers through the provision of construction signage and minimal disruption to the public.
2. Maintaining alternate one-way traffic flow past the lay down area and site access when feasible.
3. Heavy trucks and other construction transport vehicles shall avoid the busiest commute hours (7 a.m. to 8 a.m. and 5 p.m. to 6 p.m. on weekdays).
4. A minimum 72-hour advance notice of access restrictions for residents, businesses, and local emergency response agencies. This shall include the identification of alternative routes and detours to enable for the avoidance of the immediate construction zone.
5. A phone number and community contact for inquiries about the schedule of the construction throughout the construction period. This information will be posted in a local newspaper, via the City’s web site, or at City Hall and will be updated on a monthly basis.
G, I CD (E)
83. Oak Avenue Pedestrian Crossing
Near Intersection #5 (Oak Avenue Parkway at Lot T), the Specific Plan identifies an at-grade pedestrian crossing. This crossing may see frequent use by trail users, cyclists, and local residents, active crossing control is needed based on the recommendation from Kimley-Horn’s traffic study for the project.
As a result and based on the FHWA Guidance 7, a rectangular rapid-flashing beacon (RRFB) or a pedestrian hybrid beacon shall be installed due to the combination of projected through vehicular volume, roadway width, and other
I CDD, PW, PR
06/23/2026 Item No.18.
35 CONDITIONS OF APPROVAL FOR THE TOLL BROTHERS AT ALDER CREEK PROJECT (MSTR25-00084)
SOUTH OF ALDER CREEK PARKWAY, EAST AND WEST OF OAK AVENUE PARKWAY, NORTH OF MANGINI PARKWAY
SMALL-LOT VESTING TENTATIVE SUBDIVISION MAP, PLANNED DEVELOPMENT PERMIT, INCLUSIONARY HOUSING PLAN, AND
MINOR ADMINISTRATIVE MODIFICATION
Cond.
#
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Condition of Approval When
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Responsible
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roadway characteristics of Oak Avenue Parkway. Furthermore, the Project shall install high-visibility crosswalk markings, warning signs, and lighting for pedestrian safety at this intersection.
DRY UTILITY REQUIREMENTS
84. Coordination with Utility Agencies
The owner/applicant shall coordinate the planning, development and completion of this project with the various utility agencies (i.e., SMUD, PG&E, etc.). The owner/applicant shall provide the City with written confirmation of public utility service prior to approval of the Final Map.
OG PR, PW
85. Dry Utility Connections
Future dry utility connection services (electrical, gas if available, telephone, etc.) for new buildings shall be placed underground at the project site.
B CD (E)
86. Future Utility Lines
All future utility lines lower than 69 KV that are to be built within the project, shall be placed underground within and along the perimeter of the project at the developer’s cost. The owner/applicant shall dedicate to SMUD all necessary underground easements for the electrical facilities that will be necessary to service development of the project.
I, O CD (E)
87. Public Utility Easements
The owner/applicant shall dedicate public utility easements for underground facilities on properties adjacent to the public streets. A minimum of twelve and one-half-foot (12.5’) wide Public Utility Easements for underground facilities (i.e., SMUD, Pacific Gas and Electric, cable television, telephone) shall be dedicated adjacent to all public rights-of-way. The owner/applicant shall dedicate additional width to accommodate extraordinary facilities as determined by the City. The width of the public utility easements adjacent to public right-ofway may be reduced with prior approval from public utility companies.
PG&E recommends the following language be expressly stated in the offer of dedication for PUEs:
I CD (E)
06/23/2026 Item No.18.
36 CONDITIONS OF APPROVAL FOR THE TOLL BROTHERS AT ALDER CREEK PROJECT (MSTR25-00084)
SOUTH OF ALDER CREEK PARKWAY, EAST AND WEST OF OAK AVENUE PARKWAY, NORTH OF MANGINI PARKWAY
SMALL-LOT VESTING TENTATIVE SUBDIVISION MAP, PLANNED DEVELOPMENT PERMIT, INCLUSIONARY HOUSING PLAN, AND
MINOR ADMINISTRATIVE MODIFICATION
Cond.
#
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Measure
Condition of Approval When
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Responsible
Department
• I/We the undersigned, as Owner(s) of the land shown hereon, do hereby state that I/we am/are the only person(s) whose consent is necessary to pass clear title to said land and do hereby consent to the preparation and recordation of this map and offer for dedication and do hereby dedicate for public uses the Public Utility Easements (PUEs) shown on this map for public utility purposes including electric, gas, communication facilities and all other public utility purposes; together with any and all appurtenances thereto, including the right from time to time to trim and to cut down and clear away or otherwise control any trees or brush. The PUEs hereby offered for dedication are to be kept open and free of buildings, or any other structures of any kind.
The final map must contain such a statement setting forth the offer of dedication and such offer must be accepted by the county or municipality.
88. PG&E Requirements
1. PG&E operates high-voltage electric transmission lines within easements on the subject properties. No buildings or other structures of any kind, including but not limited to the footprint and eave of any buildings, swimming pools, wells or similar structures will be permitted within PG&E’s easement areas. PG&E’s transmission easement shall be designated on subdivision/parcel maps as “RESTRICTED USE AREA – NO BUILDING.”
2. Cuts, trenches or excavations may not be made within 25 feet of PG&E towers. Final grading plans, signed and dated, must be submitted for PG&E’s review. PG&E engineers must review grade changes in the vicinity of our towers. No fills will be allowed which would impair groundto-conductor clearances.
3. Access to facilities must be maintained at all times. Street lights may be allowed in the fee, but in all cases must be reviewed by PG&E for proper clearance. Roads and utilities should cross the transmission easement
I CD (E)
06/23/2026 Item No.18.
37 CONDITIONS OF APPROVAL FOR THE TOLL BROTHERS AT ALDER CREEK PROJECT (MSTR25-00084)
SOUTH OF ALDER CREEK PARKWAY, EAST AND WEST OF OAK AVENUE PARKWAY, NORTH OF MANGINI PARKWAY
SMALL-LOT VESTING TENTATIVE SUBDIVISION MAP, PLANNED DEVELOPMENT PERMIT, INCLUSIONARY HOUSING PLAN, AND
MINOR ADMINISTRATIVE MODIFICATION
Cond.
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Measure
Condition of Approval When
Required
Responsible
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as nearly at right angles as possible. Road intersections will not be allowed within the transmission easement. Any roads dedicated for public purposes within PG&E’s easements will require a Consent to Common Use Agreement (CCUA) with PG&E.
4. Any proposed landscaping within or near PG&E’s transmission easements must comply with existing vegetation standards.
89. SMUD Requirements
1. SMUD has existing overhead 69kV facilities along Prairie City Rd as well as within the project area that will need to remain. SMUD has existing overhead 12kV facilities on the project site that will need to remain. The Applicant shall be responsible for maintaining all CalOSHA and State of California Public Utilities Commission General Order No. 95 safety clearances during construction and upon building completion. If the required clearances cannot be maintained, the Applicant shall be responsible for the cost of relocation.
2. SMUD has existing underground 12kV facilities along Mangini Parkway that will need to remain. The Applicant shall be responsible for maintaining all CalOSHA and State of California Public Utilities Commission General Order No. 128 safety clearances during construction and upon building completion. If the required clearances cannot be maintained, the Applicant shall be responsible for the cost of relocation or removal.
3. Structural setbacks less than 14-feet shall require the Applicant to conduct a pre-engineering meeting with all utilities to ensure property clearances are maintained.
4. Any necessary future SMUD facilities located on the Applicant’s property shall require a dedicated public utility easement. This will be determined prior to SMUD performing work on the Applicant’s property.
5. In the event the Applicant requires the relocation or removal of existing SMUD facilities on or adjacent to the subject property, the Applicant
G, I, B, O CD (E)
06/23/2026 Item No.18.
38 CONDITIONS OF APPROVAL FOR THE TOLL BROTHERS AT ALDER CREEK PROJECT (MSTR25-00084)
SOUTH OF ALDER CREEK PARKWAY, EAST AND WEST OF OAK AVENUE PARKWAY, NORTH OF MANGINI PARKWAY
SMALL-LOT VESTING TENTATIVE SUBDIVISION MAP, PLANNED DEVELOPMENT PERMIT, INCLUSIONARY HOUSING PLAN, AND
MINOR ADMINISTRATIVE MODIFICATION
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shall coordinate with SMUD. The Applicant shall be responsible for the cost of relocation or removal.
6. SMUD reserves the right to use any portion of its easements on or adjacent to the subject property that it reasonably needs and shall not be responsible for any damages to the developed property within said easement that unreasonably interferes with those needs.
7. The Applicant shall not place any building foundations within 5-feet of any SMUD trench to maintain adequate trench integrity. The Applicant shall verify specific clearance requirements for other utilities (e.g., Gas, Telephone, etc.).
8. In the event the City requires an Irrevocable Offer of Dedication (IOD) for future roadway improvements, the Applicant shall dedicate a 12.5- foot public utility easement (PUE) for overhead and/or underground facilities and appurtenances adjacent to the City’s IOD.
9. The Applicant shall comply with SMUD siting requirements (e.g., panel size/location, clearances from SMUD equipment, transformer location, service conductors). Information regarding SMUD siting requirements can be found at: https://www.smud.org/en/Business-Solutions-andRebates/Design-and-Construction-Services
10. The Applicant shall provide separate SMUD service points to each parcel to the satisfaction of SMUD.
11. The Applicant shall locate, verify, and provide a drawing to SMUD identifying all electrical utility infrastructure for the existing structures. If necessary, any existing onsite electrical infrastructure that serves existing structures shall be relocated to the satisfaction of SMUD.
12. The Applicant shall dedicate a 12.5-foot public utility easement for overhead and/or underground facilities and appurtenances adjacent to all public street rights-of-ways.
13. The Applicant shall dedicate any private drive, ingress and egress easement, (and 10-feet adjacent thereto) as a public utility easement for
06/23/2026 Item No.18.
39 CONDITIONS OF APPROVAL FOR THE TOLL BROTHERS AT ALDER CREEK PROJECT (MSTR25-00084)
SOUTH OF ALDER CREEK PARKWAY, EAST AND WEST OF OAK AVENUE PARKWAY, NORTH OF MANGINI PARKWAY
SMALL-LOT VESTING TENTATIVE SUBDIVISION MAP, PLANNED DEVELOPMENT PERMIT, INCLUSIONARY HOUSING PLAN, AND
MINOR ADMINISTRATIVE MODIFICATION
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(overhead and) underground facilities and appurtenances. All access roads shall meet minimum SMUD requirements for access roads.
14. The Applicant shall dedicate Lettered lots, Landscape Corridors and common areas as a public utility easement for (overhead and) underground facilities and appurtenances, except for those areas where structures or pools are located.
15. The Applicant shall dedicate and provide all-weather vehicular access for service vehicles that are up to 26,000 pounds. At a minimum: (a) the drivable surface shall be 20-feet wide; and (b) all SMUD underground equipment and appurtenances shall be within 15-feet from the drivable surface.
16. The Applicant shall identify SMUD's transmission line easement as a "Restricted Building and Use Area" on the subject map.
17. SMUD occupies a transmission line easement within the boundaries of the subject map and certain uses are not permitted or compatible with the safety, operation, maintenance and construction of our transmission line facilities. If the Applicant proposes any use within the transmission line easement, the Applicant shall route its plans to SMUD for review.
For more information regarding transmission encroachment, please visit:
https://www.smud.org/en/do-business-with-smud/real-estateservices/transmission-right-of-way.htm.
18. Prior to the issuance of any grading or building permits, the Applicant or its designee shall obtain a joint-use agreement from SMUD consenting to proposed development within SMUD's transmission line easement.
Please contact SMUD's Property Administrator for application procedures. The Contractor shall provide SMUD with a schedule of work (with dates and times) for any excavation within ten feet of the transmission line(s).
19. Applicant will include phasing of development and order of planned construction upon submitting a new service application to SMUD for the
06/23/2026 Item No.18.
40 CONDITIONS OF APPROVAL FOR THE TOLL BROTHERS AT ALDER CREEK PROJECT (MSTR25-00084)
SOUTH OF ALDER CREEK PARKWAY, EAST AND WEST OF OAK AVENUE PARKWAY, NORTH OF MANGINI PARKWAY
SMALL-LOT VESTING TENTATIVE SUBDIVISION MAP, PLANNED DEVELOPMENT PERMIT, INCLUSIONARY HOUSING PLAN, AND
MINOR ADMINISTRATIVE MODIFICATION
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initial subdivision phase(s) and/or road improvement backbone project(s).
20. Development phases submitted for new service should include all lots fronting streets.
UTILITIES DEPARTMENT REQUIREMENTS
90. Water Conservation
To ensure compliance with State nonfunctional turf regulations, all landscape plans and projects shall be designed, installed, and maintained in full accordance with Assembly Bill 1572, as codified in California Water Code Section 10608.14. This includes all requirements related to nonfunctional turf, water-efficient landscape design, and irrigation.
O UD
06/23/2026 Item No.18.
41 CONDITIONS OF APPROVAL FOR THE TOLL BROTHERS AT ALDER CREEK PROJECT (MSTR25-00084)
SOUTH OF ALDER CREEK PARKWAY, EAST AND WEST OF OAK AVENUE PARKWAY, NORTH OF MANGINI PARKWAY
SMALL-LOT VESTING TENTATIVE SUBDIVISION MAP, PLANNED DEVELOPMENT PERMIT, INCLUSIONARY HOUSING PLAN, AND
MINOR ADMINISTRATIVE MODIFICATION
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91. Water Infrastructure Requirements – On Site
1. All water infrastructure within I-courts are to be privately owned, operated and maintained
2. All water meters shall be “banked” in the landscape area at the beginning of each I-court. Applicant shall confirm there is sufficient room between wet utilities and dry utilities to bank the water meters associated with each I-court
3. If the City is approving privately maintained streets within PUEs in the private roads of Village 8 and 9, the City will own, operate and maintain the water system up to the water meters as defined and described in the City’s Municipal Code, Design Standards, Construction Specifications and Construction Drawings (with the exception of any and all I-courts).
4. Any new water tie-in to an existing main must be a cut-in tee with 3 valves. Hot taps are not allowed.
5. 3 valves shall be installed at every tee and 4 valves shall be installed at every cross.
6. This project will require 3 water sampling stations to be installed in the various subdivisions during the development of the improvement plans.
These shall be reviewed and approved by the Utilities Department.
7. Water services and meters shall not be installed in driveways and must be installed in landscape areas.
8. School sites are required to have a looped fire system with RPPA devices.
I, OG UD
92. Construction Water
Construction water for the Toll Brothers at Alder Creek project shall come from either the Zone 2 water system north of Highway 50 or from another source south of Highway 50 acceptable to the Department of Utilities. The Utilities Department will monitor operations at the Foothills Pump Station to verify that the pump station will not operate more than 18 hours per day during the days when construction water is being used in the Plan Area. If the Foothills Pump
I, B UD
06/23/2026 Item No.18.
42 CONDITIONS OF APPROVAL FOR THE TOLL BROTHERS AT ALDER CREEK PROJECT (MSTR25-00084)
SOUTH OF ALDER CREEK PARKWAY, EAST AND WEST OF OAK AVENUE PARKWAY, NORTH OF MANGINI PARKWAY
SMALL-LOT VESTING TENTATIVE SUBDIVISION MAP, PLANNED DEVELOPMENT PERMIT, INCLUSIONARY HOUSING PLAN, AND
MINOR ADMINISTRATIVE MODIFICATION
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Station begins to operate 18 hours or more per day the Utilities Department reserves the right to limit or turn off construction water in the Plan Area until the pump operations no longer exceed 18 hours per day.
93. Water Infrastructure Requirements - Backbone
The following South of 50 FPA Phase 2 Improvements to the City’s water system are required to be constructed and in-service as detailed below:
1. The FPA Zone 3 booster pump station at the City water treatment plant shall be built and operational at the first Certificate of Occupancy issued for the Toll Brothers at Alder Creek Project.
2. One of the two required FPA Zone 3 tanks shall be built and operational at the 276
th
residential building permit issued for projects within the Zone 3 service area in the FPA that carry this Condition on their entitlements.
3. The FPA Zone 4 pump station, pipeline and tank shall be built and operational by 6,500 occupied units within the FPA or 4.4 million gallons a day (MGD) of peak service need is reached, whichever comes first.
In the event of conflict between this condition and what is identified in the Conceptual Folsom Plan Area Backbone Infrastructure Phasing Plan that accompanied the staff report, this condition shall control.
O, B UD
94. Wastewater Infrastructure Requirements – On Site
1. All wastewater infrastructure within I-courts are to be privately owned, operated and maintained.
2. If the City is approving private road maintained streets within PUEs in the private roads of Village 8 and 9, the City will own, operate and maintain the wastewater system and the lower sewer lateral as defined and described in the City’s Municipal Code, Design Standards, Construction Specifications and Construction Drawings (with the exception of any and all I-courts).
3. A sanitary sewer manhole shall be placed at the entrance to each I-court to differentiate public and private ownership.
I UD
06/23/2026 Item No.18.
43 CONDITIONS OF APPROVAL FOR THE TOLL BROTHERS AT ALDER CREEK PROJECT (MSTR25-00084)
SOUTH OF ALDER CREEK PARKWAY, EAST AND WEST OF OAK AVENUE PARKWAY, NORTH OF MANGINI PARKWAY
SMALL-LOT VESTING TENTATIVE SUBDIVISION MAP, PLANNED DEVELOPMENT PERMIT, INCLUSIONARY HOUSING PLAN, AND
MINOR ADMINISTRATIVE MODIFICATION
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4. The 8” SS easement alignment associated with Court 13 within Village 8 near Lot L that terminated within Oak Avenue Parkway needs to be realigned to minimize 90 degree turn and minimize SSMH infrastructure.
5. The invert of the last sewer pipe segment associated with each neighborhood that ties into the 24” sewer trunk line along Oak Avenue, Alder Creek Parkway, or at other locations shall be designed in such a way that the invert of the 8” sewer line shall not be lower than the crown of the 24” trunk sewer line. Additionally, no inside drops to the 24” trunk line are allowed. The design engineer must detail each trunk sewer manhole to show how the flow will transition from the 8-inch sewer into the 24” trunk line and will not deposit solids onto the bench of the SSMH. The same requirements identified for the 24” trunk sewer line apply for any connection to a 15” trunk sewer line.
95. Sewer Flow Metering
The applicant/owner of this project shall be required to design, build, and construct the following items associated with permanent sewer flow monitoring at two (2) locations described below as a part of the Toll Brothers at Alder Creek Project:
1. Applicant/owner shall be required to provide a 100-amp full service electrical pedestal that will be required to meet the following criteria:
a. Incorporates the 100-amp full service electrical pedestal on the civil improvement plans to the satisfaction of SMUD that adequately accommodates the power requirement for the areavelocity flow meter and associated appurtenances. b. Must be green tagged and is “ready” to accept a SMUD meter I UD
06/23/2026 Item No.18.
44 CONDITIONS OF APPROVAL FOR THE TOLL BROTHERS AT ALDER CREEK PROJECT (MSTR25-00084)
SOUTH OF ALDER CREEK PARKWAY, EAST AND WEST OF OAK AVENUE PARKWAY, NORTH OF MANGINI PARKWAY
SMALL-LOT VESTING TENTATIVE SUBDIVISION MAP, PLANNED DEVELOPMENT PERMIT, INCLUSIONARY HOUSING PLAN, AND
MINOR ADMINISTRATIVE MODIFICATION
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2. Applicant/owner shall be required to run conduit from the 100-amp electrical pedestal to 5-feet outside of the service pedestal location and terminate the conduit in a 17”x30” pull box.
3. Applicant/owner shall install one (1) 4” conduit from the proposed Flow Meter/PLC cabinet location to the through and through Sanitary Sewer Manhole (SSMH) Identified.
96. Recycled Water
There are parcels identified within the Toll Brother’s Alder Creek Project that are designated as needing a Non-Potable recycled water service. Applicant shall request the Non-Potable Water Service Map from the City’s Utilities Department prior to the applicant identifying how non-potable recycled water infrastructure will be designed and constructed for any lots within the proposed project that require non-potable recycled water.
I, M UD
97. Low Impact Development
This project is required to comply with the Sacramento Stormwater Quality Partnership’s Stormwater Quality Design Manual. The project will need to demonstrate compliance with respect to hydromodification management, peak flow attenuation, low impact development (LID) controls and treatment controls including full trash capture control. A Drainage Report shall be submitted with Improvement Plans.
I, M CD (E), PW
98. ✓
Stormwater Management Best Management Practices
The storm drain improvement plans shall provide for “Best Management Practices” that meet the requirements of the water quality standards of the City’s National Pollutant Discharge Elimination System Permit issued by the State Regional Water Quality Control Board.
In addition to compliance with City ordinances, the owner/applicant shall prepare a Stormwater Pollution Prevention Plan (SWPPP), and implement Best
I, OG CD (E), PW
06/23/2026 Item No.18.
45 CONDITIONS OF APPROVAL FOR THE TOLL BROTHERS AT ALDER CREEK PROJECT (MSTR25-00084)
SOUTH OF ALDER CREEK PARKWAY, EAST AND WEST OF OAK AVENUE PARKWAY, NORTH OF MANGINI PARKWAY
SMALL-LOT VESTING TENTATIVE SUBDIVISION MAP, PLANNED DEVELOPMENT PERMIT, INCLUSIONARY HOUSING PLAN, AND
MINOR ADMINISTRATIVE MODIFICATION
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Management Practices (BMPs) that comply with the General Construction Stormwater Permit from the Central Valley RWQCB, to reduce water quality effects during construction. Detailed information about the SWPPP and BMPs are provided in Chapter 3A.9, “Hydrology and Water Quality.” Each proposed project development shall result in no net change to peak flows into Alder Creek and associated tributaries, or to Buffalo Creek, Carson Creek, and Coyote Creek. The owner/applicant shall establish a baseline of conditions for drainage on-site. The baseline-flow conditions shall be established for 2-, 5-, and 100-year storm events. These baseline conditions shall be used to develop monitoring standards for the stormwater system on the Specific Plan Area. The baseline conditions, monitoring standards, and a monitoring program shall be submitted to USACE and the City for their approval. Water quality and detention basins shall be designed and constructed to ensure that the performance standards, which are described in Chapter 3A.9, “Hydrology and Water Quality,” are met and shall be designed as off-stream detention basins.
Discharge sites into Alder Creek and associated tributaries, as well as tributaries to Carson Creek, Coyote Creek, and Buffalo Creek, shall be monitored to ensure that pre-project conditions are being met. Corrective measures shall be implemented as necessary. The mitigation measures will be satisfied when the monitoring standards are met for 5 consecutive years without undertaking corrective measures to meet the performance standard.
The storm drainage design shall provide for no net increase in run-off under post-development conditions.
99. Litter Control
During Construction, the owner/applicant shall be responsible for litter control and sweeping of all paved surfaces in accordance with City standards. All onOG CD(E)
06/23/2026 Item No.18.
46 CONDITIONS OF APPROVAL FOR THE TOLL BROTHERS AT ALDER CREEK PROJECT (MSTR25-00084)
SOUTH OF ALDER CREEK PARKWAY, EAST AND WEST OF OAK AVENUE PARKWAY, NORTH OF MANGINI PARKWAY
SMALL-LOT VESTING TENTATIVE SUBDIVISION MAP, PLANNED DEVELOPMENT PERMIT, INCLUSIONARY HOUSING PLAN, AND
MINOR ADMINISTRATIVE MODIFICATION
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site storm drains shall be cleaned immediately before the commencement of the rainy season (October 15).
100. Offsite Drainage/Hydro-Modification Basins
The project proposes three off-site stormwater basins: Combination Basin No. 1, Detention Basin No. 1, and Hydro-Modification Basin No. 14. Detention Basin No. 1, and Hydro-Modification Basin No. 14 are both located on the Area 40 Superfund site and may require lining or other improvements to restrict infiltration. Owner/applicant shall coordinate with the City Engineer on any changes to proposed designs. In addition, the applicant acknowledges that infrastructure improvements in Area 40 are dependent on the completion of environmental remediation work to the satisfaction of the U.S. Environmental Protection Agency, and that this may delay development of project components dependent on the infrastructure.
I CD (E)
WASTE MANAGEMENT AND RECYCLING
101. Trash and Recycling Collection Plan
A final Collection Plan shall be submitted to City Solid Waste and Recycling for review and approval that encompasses the following:
• A site plan detailing proposed collection locations for all totes. The plan shall show multiples of three cans per collection location, and denote which areas are reserved for which addresses.
• A site plan detailing the location and verbiage of signs restricting parking on service days.
• CC&R language describing storage requirements for trash, organic waste, and recycling totes, time frames for setting totes out for collection and for their return to storage, and prohibitions against setting totes in prohibited locations for collection.
Occupancy of residential units shall not be granted until approval of the Collection Plan is obtained.
B, O PW
06/23/2026 Item No.18.
47 CONDITIONS OF APPROVAL FOR THE TOLL BROTHERS AT ALDER CREEK PROJECT (MSTR25-00084)
SOUTH OF ALDER CREEK PARKWAY, EAST AND WEST OF OAK AVENUE PARKWAY, NORTH OF MANGINI PARKWAY
SMALL-LOT VESTING TENTATIVE SUBDIVISION MAP, PLANNED DEVELOPMENT PERMIT, INCLUSIONARY HOUSING PLAN, AND
MINOR ADMINISTRATIVE MODIFICATION
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SPECIAL DISTRICT REQUIREMENTS
102. Folsom Cordova Unified School District Requirements
1. Based on the central location of the site to the surrounding subdivision, this should be an easily accessible site to students. Proper care should be taken to provide safe sidewalks, crosswalks and bike lanes to the site from all directions. This is especially the case with the major collector Oak Avenue on the west side of the site to allow safe student crossing from the development on the eastern side of Oak Avenue.
2. The street sections for the school parcel are still showing a 4-foot-wide sidewalk. If the sidewalks on the school parcel are constructed by the developer, the ones fronting the school must be wider than 4 feet.
3. Work with District staff to ensure that street sections surrounding the elementary school site are sufficient width to accommodate parking and school bus circulation and drop off. Street sections may need to be wider than the standard sections shown in the Specific Plan for Minor Residential Streets.
4. Continue to coordinate with District staff to locate and size utility stubs to the school site.
I CD (E)
103. SacSewer Conditions
1. The Project proponent must prepare a sewer study and submit it to SacSewer for review and approval. The sewer study includes connection points and phasing information to assess the Project’s buildout capacity impacts on the SacSewer interceptor system.
2. SacSewer will require a portion of land within Lot O (APN: 072-3190- 037) to be reserved for a future SacSewer pump station or improvements to the City’s existing Easton Valley Parkway pump station. The reserved land is to be adjacent to the City’s existing Easton Valley Pump Station within APN: 072-3190-038, and be a minimum of 120 x 120 sq. ft. (0.33 acres). Easements for future SacSewer
I CD (E)(P)
06/23/2026 Item No.18.
48 CONDITIONS OF APPROVAL FOR THE TOLL BROTHERS AT ALDER CREEK PROJECT (MSTR25-00084)
SOUTH OF ALDER CREEK PARKWAY, EAST AND WEST OF OAK AVENUE PARKWAY, NORTH OF MANGINI PARKWAY
SMALL-LOT VESTING TENTATIVE SUBDIVISION MAP, PLANNED DEVELOPMENT PERMIT, INCLUSIONARY HOUSING PLAN, AND
MINOR ADMINISTRATIVE MODIFICATION
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interceptor facilities will also be required. Close coordination between the City, SacSewer, and the Project Proponent will be needed to ensure that the future sewer needs for the FPASP are being planned and designed accordingly.
3. SacSewer’s Iron Point pump station (N40) shows Peak Wet Weather Flows (PWWF) caused by significant inflow and infiltration (I/I) within the City's upstream collection system, which are significantly higher than the design contemplated. During storm events in the last couple of years, N40 was at, or near, its design capacity.
Most of the I/I originates from the older part of the City north of Highway 50; however, SacSewer can't confirm the extent without accurate flow data from the City’s flow meter at Iron Point Road.
Without reducing I/I within the N40 shed, the Project proponent must construct projects with improvements to store and meter flow into the City’s collection system. It is recommended that the City’s Department of Utilities continue to work with SacSewer to address the I/I within the N40 service area.
Before the ISSUANCE OF A BUILDING PERMIT: The owner must contact SacSewer Development Services at [email protected] or by phone at (916) 876-6100 to determine if SacSewer impact fees are due. Fees must be paid before the issuance of building permits.
104. SacSewer Advisories
1. The City of Folsom (City) is responsible for providing local sewer service to the proposed Project site via its local sanitary sewer collection system. SacSewer is responsible for conveying sewage from the City collection system to the EchoWater Resource Recovery Facility for treatment, resource recovery, and disposal.
I CD (E)(P)
06/23/2026 Item No.18.
49 CONDITIONS OF APPROVAL FOR THE TOLL BROTHERS AT ALDER CREEK PROJECT (MSTR25-00084)
SOUTH OF ALDER CREEK PARKWAY, EAST AND WEST OF OAK AVENUE PARKWAY, NORTH OF MANGINI PARKWAY
SMALL-LOT VESTING TENTATIVE SUBDIVISION MAP, PLANNED DEVELOPMENT PERMIT, INCLUSIONARY HOUSING PLAN, AND
MINOR ADMINISTRATIVE MODIFICATION
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2. The City will provide interim sewer service to the FPASP for the initial flow generation until the sewer flows generated within the FPASP reach the necessary SacSewer design velocities, prompting SacSewer to construct the necessary infrastructure for the estimated ultimate buildout flows.
MISCELLANEOUS REQUIREMENTS
105. Noise Requirements (Construction and Operational)
Compliance with Noise Control Ordinance and General Plan Noise Element shall be required. Hours of construction operation shall be limited from 7:00 a.m. to 6:00 p.m. on weekdays and 8:00 a.m. to 5:00 p.m. on Saturdays. No construction is permitted on Sundays or holidays. Construction equipment shall be muffled and shrouded to minimize noise levels.
I, B CD (P)(E)
106. Advisory Condition: Class IV Bike Lane on Oak Avenue Parkway If the owner/applicant chooses to design and construct Class IV bike lanes on Oak Avenue Parkway from Mangini Parkway in the south to Alder Creek Parkway in the north, the Class IV bike lanes shall be designed to include a 3- foot buffer with one direction flexible posts on each side of the street. The center median may be reduced from 16-feet to 14-feet and the open space buffer/landscape lot, may reduce down from 30 feet to 29 feet to accommodate the bike lane buffer without expanding the overall width of the section. The final design should be based on Figure 4 (No Parking – Separated Bikeway on Street) of the Caltrans Design Information Bulletin 89-02 to the satisfaction of the City Engineer. Regardless of whether owner/applicant designs or constructs the Class IV bike lanes or not each roadway section left or right of the median must be a minimum of 20 feet from face of curb at curb and gutter to face of curb at median.
I CD (P)(E), PW
107. Advisory Condition: Minor Administrative Modification for Oak Avenue Parkway
In the event that owner/applicant choses to construct a Class IV bike lanes on Oak Avenue Parkway, a Minor Administrative Modification (MAM) for Oak
I CD (P)(E), PW
06/23/2026 Item No.18.
50 CONDITIONS OF APPROVAL FOR THE TOLL BROTHERS AT ALDER CREEK PROJECT (MSTR25-00084)
SOUTH OF ALDER CREEK PARKWAY, EAST AND WEST OF OAK AVENUE PARKWAY, NORTH OF MANGINI PARKWAY
SMALL-LOT VESTING TENTATIVE SUBDIVISION MAP, PLANNED DEVELOPMENT PERMIT, INCLUSIONARY HOUSING PLAN, AND
MINOR ADMINISTRATIVE MODIFICATION
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Avenue Parkway shall be prepared and approved by City staff to modify the Oak Avenue Parkway cross section to include a Class IV bike lane on each side consistent with the standards set forth in Figure 4 of Caltrans Design Information Bulletin 89-02.
CONDITIONS APPLICABILITY LEGEND
RESPONSIBLE DEPARTMENT WHEN REQUIRED
CD
(P)
(E)
(B)
(A)
Community Development Department
Planning Division
Engineering Division
Building Division
City Arborist/Urban Forester
I Prior to approval of Improvement Plans
M Prior to approval of Final Map
B Prior to issuance of first Building Permit
O Prior to approval of Occupancy Permit
G Prior to issuance of Grading Permit
PW Public Works Department DC During construction
PR Park and Recreation Department OG On-going requirement PD Police Department
FD Fire Department
UD Utilities Department
06/23/2026 Item No.18.
Attachment 2
Planning Commission Staff Report without
Attachments, dated May 20, 2026,
06/23/2026 Item No.18.
AGENDA ITEM NO. 2
Type: Public Hearing
Date: May 20, 2026
City of Folsom Page 1
Planning Commission Staff Report
50 Natoma Street, Council Chambers
Folsom, CA 95630
Project: Toll Brothers at Alder Creek
File #: MSTR25-00084
Request: Small Lot Vesting Tentative Subdivision Map, Planned Development Permit, Inclusionary Housing Plan, Minor
Administrative Modification, and Determination that the project is Exempt Under CEQA
Location: Approximately 464.2 acres south of Alder Creek Parkway, east and west of Oak Avenue Parkway, north of Mangini Parkway, and east of Prairie City Road, in the Folsom Plan Area Specific Plan (APNs 072-0060-093, 072-0060-007, 072-3190-037 (partial), 072-0060-098 (partial) and 072-0060-102 (partial)
Staff Contact: Jessica Brandt, Principal Planner, 916-461-6207, [email protected]
Property Owner Applicant
Alder Creek West Improvement Company, LLC
4370 Town Center Blvd.
El Dorado Hills, CA 95762
Contact: Bill Bunce
Toll Brothers
110 Woodmere Rd., Suite 120
Folsom, CA 95630
Contact: Martin Nivinski
Recommendation: Conduct a public hearing and upon conclusion recommend that the City Council confirm staff’s determination that the Toll Brothers at Alder Creek project is exempt from CEQA pursuant to CEQA Guidelines Section 15182 and recommend approval of a Small-Lot Vesting Tentative Subdivision Map, Planned Development Permit, Inclusionary Housing Plan, and Minor Administrative Modification for development of the Toll Brothers at Alder Creek project (MSTR25-00084), based on the findings included in the staff report (Findings A-BB) and conditions of approval (Conditions 1-105) attached to the staff report.
Project Summary: The proposed project involves several related actions associated with a proposed residential development:
• A Small Lot Vesting Tentative Subdivision Map to create 1,424 residential lots in 18 Villages over an area of approximately 464.2 acres. Additional parcels are also included for private recreation, park, landscaping, open space, roadway, fire
06/23/2026 Item No.18.
AGENDA ITEM NO. 2
Type: Public Hearing
Date: May 20, 2026
station, and elementary school use. In total, 1,497 lots will be created. • A Planned Development Permit to establish unique development standards for the project, and to review landscape theming and design and preliminary homesite design guidelines and architectural themes.
• An Inclusionary Housing Plan to pay in-lieu fees to meet the project’s affordable housing needs.
• A Minor Administrative Modification to adjust boundaries between Specific Plan land use designations to accommodate more efficient use of land within the project boundary and adopt an alternative roadway cross section for Alder Creek Parkway.
These proposed actions are described in detail and analyzed later in this report.
The proposed project would be located on approximately 464.2 gross acres in the western area of the Folsom Plan Area Specific Plan (FPASP or Plan Area). The project area includes FPASP residential land use designations of Single Family (SF), Single Family High Density (SFHD), and Multi-Family Low Density (MLD), and non-residential land use designations of Park (P), Public/Quasi Public (PQP), and Open Space (OS). Residential development would be a mix of traditional single-family homes, “duet” half-plex homes, and 4-pack and 6-pack cluster homes. Final hearing body is the City Council.
Environmental Review: The proposed project implements and is consistent with the Folsom Plan Area Specific Plan and its supporting Environmental Impact Report/Environmental Impact Statement (EIR/EIS), and none of the factors set forth in CEQA Guidelines Section 15162 (Subsequent EIRs and Negative Declarations) are present or have been identified, pursuant to CEQA Guidelines Section 15182 (Projects Pursuant to a Specific Plan). Therefore, the city finds that the project is exempt from further CEQA compliance. The city further finds that the project is also exempt pursuant to Government Code Section 65457 related to specific plans.
06/23/2026 Item No.18.
AGENDA ITEM NO. 2
Type: Public Hearing
Date: May 20, 2026
Attachments:
1. Description/Analysis/Findings
2. Background
3. Conditions of Approval
4. Vicinity Map
5. Small Lot Vesting Tentative Subdivision Map, dated May 13, 2026, 2026
6. Preliminary Grading & Storm Drain Plan, dated May 13, 2026
7. Preliminary Sanitary Sewer, Recycled Water & Domestic Water Plan, dated May 13, 2026
8. Illustrative Master Plan Exhibit, dated March 4, 2026
9. Perimeter Wall and Fence Exhibit, dated November 6, 2025
10. Toll Brothers at Alder Creek Architectural Design Guidelines
11. Toll Brothers at Alder Creek Landscape Design Guidelines
12. Retaining Walls Exhibit, dated March 2026
13. Solid Waste Management Cart Location Exhibit, dated June 2025
14. Toll Brothers at Alder Creek Final Map Preliminary Phasing Exhibit, dated May 6, 2026
15. Folsom Plan Area Conceptual Backbone Infrastructure Phasing Plan, dated May 2026
16. Minor Administrative Modification Exhibits, dated April 7, 2025
17. Street Name List, Final, dated March 17, 2026
18. Inclusionary Housing Plan Letter, dated April 15, 2026
19. Project Narrative, dated April 2026
20. Alder Creek Conformity Analysis with Appendices, date November 19, 2025
21. Kimley Horne Traffic Report and Circulation Study, dated April 1, 2025
22. Arborist Report, dated April 2025
23. Folsom Plan Area Oak Woodlands Exhibit, dated March 11, 2026
24. Public Comments Received
06/23/2026 Item No.18.
AGENDA ITEM NO. 2
Type: Public Hearing
Date: May 20, 2026
Submitted,
_____________________
PAM JOHNS
Community Development Director
06/23/2026 Item No.18.
Planning Commission
Toll Brothers at Alder Creek (MSTR25-00084)
May 20, 2026
City of Folsom Page 5
ATTACHMENT 1
DESCRIPTION/ANALYSIS/FINDINGS
APPLICANT’S PROPOSAL
Project Overview
The Toll Brothers at Alder Creek project (Project) consists of a Small Lot Vesting Tentative Subdivision Map, Planned Development Permit, Inclusionary Housing Plan, and Minor Administrative Modification to support development of 1,424 single family dwelling units with varying densities covering 464.2 acres. A variety of other parcels are also included for land uses such as private recreation, parks, landscaping, open space, roadways, a fire station, and an elementary school. In total, 1,497 total lots will be created.
The Project is in the western area of the Folsom Plan Area Specific Plan (FPASP or Plan Area). The FPASP, approved in 2011, covers over 3,500 acres of previously undeveloped land located south of Highway 50, north of White Rock Road, east of Prairie City Road, and adjacent to the Sacramento County/El Dorado County line in the southeastern portion of the City of Folsom. See Attachment 2 (Background) of this report for further information on the Plan Area. Figure 1 below is an aerial of the project site. Attachment 4 (Vicinity Map) provides the project location in context with the Plan Area.
FIGURE 1: LOCATION MAP
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Planning Commission
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May 20, 2026
City of Folsom Page 6
The project site consists of undeveloped rolling terrain that includes annual grassland and oak woodland tree and plant communities. Surrounding properties are similarly undeveloped, though all property east of Prairie City Road is within the Plan Area and projected for a range of uses from Open Space to High Density Multifamily consistent with the FPASP. Currently, the project site can be accessed from Mangini Parkway, north of the Toll Brothers Regency subdivision.
The Project is primarily a residential development. However, it includes multiple parcels that are designated for open space, parkland, school, and fire services. Private mini-parks and a private community recreation facility are also proposed. The applicant has created an overall land plan that includes these additional land uses, which is shown in Figure 2 and included with this report as Attachment 8.
FIGURE 2: ILLUSTRATIVE MASTER PLAN EXHIBIT
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Planning Commission
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May 20, 2026
City of Folsom Page 7
The Project proposes land uses that are consistent with the Plan Area Land Use Designations for the subject site. Minor changes to boundaries between Land Use Designations are also proposed to make the overall land plan more functional. Land uses proposed include low- and medium-density traditional single-family residential lots in the SF (Single Family) and SFHD (Single Family High Density) Designations and residential half plex (called ‘Duets’) and small-lot single family residential organized into four-pack and six-pack configurations around shared private drives on land designated for MultiFamily Low Density (MLD) development. One proposed parcel within the SF land use designation is proposed to contain a fire station, which is allowed in that designation.
Areas designated OS (Open Space) would be deeded to the city to remain natural open space with passive recreation uses including trails and preserved wetland, ponds, and other water features. One parcel is designated P (Park) and will be deeded to the city as a Neighborhood Park. Finally, adjacent to the park site is an anticipated elementary school site designated PQP (Public Quasi-Public), which would be deeded to the FolsomCordova Unified School District.
The red hatched area in Figure 3 shows a portion of the Plan Area Land Use Plan (Figure
4.2 of the Specific Plan) with the parcels included as part of this project proposal and their Designations.
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Planning Commission
Toll Brothers at Alder Creek (MSTR25-00084)
May 20, 2026
City of Folsom Page 8
FIGURE 3: PROJECT AREA LAND USE
The applicant anticipates developing the Project in three main phases, which they describe as follows:
• Phase 1: Area west of Oak Avenue Parkway, east of the Powerline Corridor. (Note that while this area includes the Neighborhood Park and Elementary School sites, the applicant does not have control over timing of development for those facilities other than granting the land to the city and Folsom-Cordova School District, respectively.)
• Phase 2: Area east of Oak Avenue Parkway.
• Phase 3: Area west of the Powerline Corridor.
Small Lot Vesting Tentative Subdivision Map
The applicant has submitted a Small-Lot Vesting Tentative Subdivision Map to create a total of 1,424 residential lots with varying densities. As opposed to a traditional tentative subdivision map, a vesting tentative map locks in the development rules—such as zoning standards, density, design requirements, and improvement obligations—that are in effect at the time of approval. The applicant states that they have designed the map to
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May 20, 2026
City of Folsom Page 9
accommodate a variety of housing types and price points. There are twelve different residential lot sizes. These are shown in Table 1 below, along with the land use designation in which they will be developed and their net density.
TABLE 1: PROPOSED PROJECT LOTTING - RESIDENTIAL
Lot
Type
Zoning
Designation Typical Lot Size
Gross
Acres
Dwelling
Units
Net
Density
1A MLD 42' x 65' Duets 12.8 104 9.3
1B MLD 4-Pack 12.8 101 8.2
1C MLD 6-Pack 11.6 124 11.0
2A SFHD 47' x 85' 15.2 106 7.0
2B SFHD 47' x 75' 10.2 71 7.0
3A MLD 45' x 65' 14.2 132 9.4
3B MLD 70' x 110' 6.5 25 3.9
4A SF 65' x 105' 8.5 31 3.9
4B SF 70' x 110' 19.2 63 3.7
5 SF 65' x 105' 9.9 38 3.9
6 SFHD 50' x 100' 16.5 99 6.0
7A SF 75' x 110' 17.0 56 3.5
7B SFHD/SF 60' x 110' and 75' x 100' 19.0 83 4.3
8A SF 60' x 105' and 65' x 105' 24.9 104 4.3
8B SF 70' x 100' 9.7 27 3.0
8C SF 75' x 100' 29.3 96 3.3
9A SF 70' x 110' 17.7 62 3.5
9B SF 60' x 105' 21.5 102 4.9
The Project also includes non-residential lots, with Table 2 below showing the breakout of land use types by number of lots and acreage.
TABLE 2: PROPOSED PROJECT LOTTING – LAND USES
Land Use Number of Lots Acreage
Residential 1,424 270.4
Open Space (Public and Private) 14 134.6
Park – Public 1 10
Park - Private 9 4
Open Space/Landscape Corridor
(OS/LC) Lots
22 13.2
Landscape (LC) Lots 25 2.6
Fire Station 1 2.1
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Planning Commission
Toll Brothers at Alder Creek (MSTR25-00084)
May 20, 2026
City of Folsom Page 10
Elementary School 1 10.0
Major roadway acreage estimate 17.3
Total 1,497 464.2
The proposed Small-Lot Vesting Tentative Subdivision Map is shown in Figure 4 on the following page. Attachment 5 to this report is the full set of Small-Lot Vesting Tentative Subdivision Map exhibits. The applicant is also requesting approval of Preliminary Grading and Storm Drain Plans and Preliminary Sanitary Sewer, Recycled Water & Domestic Water Plans (Attachments 6 and 7). These preliminary plans were provided to the Public Works and Utilities Departments and the Development Engineering Manager for review as part of the entitlement vetting process. Each reviewer has provided conditions related to required subsequent permitting and review in each technical area, as required by the Subdivision Map Act and FMC Chapter 16.16.
06/23/2026 Item No.18.
Planning Commission
Toll Brothers at Alder Creek (MSTR25-00084)
May 20, 2026
City of Folsom Page 11
FIGURE 4: SMALL LOT VESTING TENTATIVE SUBDIVISION MAP
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Planning Commission
Toll Brothers at Alder Creek (MSTR25-00084)
May 20, 2026
City of Folsom Page 12
Planned Development Permit
To allow greater flexibility in the design of integrated developments than otherwise possible through strict application of Specific Plan development standards certain Plan Area parcels are included in a Planned Development District (PD) per the criteria outlined in Folsom Municipal Code (FMC) Chapter 17.38. All parcels that are proposed for residential development as part of this Project are within a PD District. The PD District overlay requires that development applications include a request for a PD Permit.
Therefore, the applicant is required to request a Planned Development Permit (PD Permit). A PD Permit can also be the vehicle to request project-level design review in lieu of a separate Design Review entitlement.
The applicant is requesting that the PD Permit include the following:
• Confirmation of the project’s compliance with FPASP development standards. • Consideration of a limited number of development standard deviations allowing smaller minimum lot sizes for medium-density single-family residential and greater flexibility in the design of the small-lot single-family residential products. • Approval of project-level architectural and landscape design guidelines to serve as the framework for subsequent Design Review requests.
Development Standards
Overall, the applicant proposes to develop in compliance with Plan Area development standards applicable to traditional single-family product in the SF, SFHD, and MLD designation as well as duet product in the MLD zoning designations, except for reduced minimum lot sizes in the SFHD and MLD designations. The applicant states that the reduction in certain minimum lot sizes accommodates the unique parcel shapes within the project area, while maintaining consistency with the intent and net density designations established in the Folsom Plan Area Specific Plan. • Lots in the SF land use designation will range from 6,300 square feet (sf) to 8,250 sf in size, with 15- to 20-foot front yard setbacks, 5-foot interior side yard setbacks, and 20-foot rear-yard setbacks. Maximum building coverage is 45% and maximum building height is 35 feet.
• Lots in the SFHD land use designation will range from 3,525 sf to 6,600 sf, with
12.5- to 15-foot front yard setbacks, 5-foot interior side yard setbacks, and 15-foot rear-yard setbacks. Maximum building coverage is 50% and maximum building height is 35 feet.
• Lots in the MLD designation developed as traditional single-family product will range from 2,925 sf to 7,700 sf, with 12.5- to 15-foot front yard setbacks, 5-foot interior side yard setbacks, and 10-foot rear-yard setbacks. Maximum building coverage is 50% and maximum building height is 35 feet. • Lots in the MLD designation developed as duets (two attached dwelling units each
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May 20, 2026
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on their own lot) will be 2,730 sf, with 12.5- to 15-foot front yard setbacks, 5-foot interior side yard setbacks, and 20-foot rear-yard setbacks. Maximum building coverage is 50% and maximum building height is 35 feet.
Appendix “A” of the FPASP outlines the standards applicable to each land use designation and product type in Tables A.2, A.3, and A.4. The proposed development standards for the Project are included in Attachment 10 (Architectural Design Guidelines).
The applicant is proposing two sets of project-specific development standards for the small-lot single-family products (4-pack and 6-pack detached single-family) proposed in the MLD land use designation, also found in Attachment 10. The Plan Area does not include specific development standards for small-lot single-family residential product, so new and unique standards are necessary to accommodate this type of lotting pattern. In general, both the 4- and 6-pack lotting centers around a shared private drive, with smaller lot sizes and greater building coverages. Setbacks are also taken from either street frontage or the private drive (called the motor court) depending on the placement of the specific lot. Table 3 below outlines the proposed 4- and 6-pack small-lot single family residential development standards for the MLD land use designation. Figures 5 and 6 show each lotting pattern as a diagram.
TABLE 3: PROPOSED PROJECT-SPECIFIC DEVELOPMENT STANDARDS FOR
SMALL-LOT SINGLE-FAMILY PRODUCT, MLD LAND USE DESIGNATION Development Standard 4-Pack Product 6-Pack Product
Lot Size
Motor Court Lot 3,000 square feet
(sf) minimum (min)
2,800 sf min
Street Facing Lot 3,000 sf min N/A
Building Coverage
Motor Court Lot 60% maximum
(max)
65% max
Street Facing Lot 60% max N/A
Front Yard Setbacks
To street garage 18 feet (ft) min N/A
To motor court garage from property line 18 ft min N/A
Front yard (street side) 10 ft min N/A
Front yard (drive side) 2 ft min 5 ft min
Side yard (drive side) 2 ft min 4 ft min
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Planning Commission
Toll Brothers at Alder Creek (MSTR25-00084)
May 20, 2026
City of Folsom Page 14
Development Standard 4-Pack Product 6-Pack Product
Side yard (See Note) 0-5 ft min 0-5 ft min
Rear yard 8 ft min 5-10 ft min
Note: For zero-lot-line dwelling units: 0 feet side yard setback for one side, 10 feet side yard setback for the other side.
FIGURE 5: 4-PACK LOTTING DIAGRAM
06/23/2026 Item No.18.
Planning Commission
Toll Brothers at Alder Creek (MSTR25-00084)
May 20, 2026
City of Folsom Page 15
FIGURE 6: 6-PACK LOTTING DIAGRAM
The applicant states that the proposed 4-pack and 6-pack lotting patterns and related unit placement are employed throughout the country, including by the applicant, to create desirable and successful communities. They further state that these lot types meet the density requirements of the MLD zoning designation while introducing a more affordable detached single-family product to the market in a highly desirable area.
Architectural and Landscape Designs
The FPASP requires that all projects, including residential projects that are part of a tentative subdivision map, prepare design guidelines and either concurrently or subsequently obtain a Design Review approval. The city has permitted larger master planned residential projects to bring design guidelines through review as part of their PD Permit and return with lot- and unit-specific architectural and landscape designs. The applicant has opted for this approach and is providing a set of Architectural and Landscape Design Guidelines with the tentative subdivision map, with unit-specific design to follow under subsequent Design Review requests. These requests will likely be made per phase or portion of the subdivision being built at that time, with proposed specific architectural and landscape designs demonstrating compliance with the Architectural and Landscape Design Guidelines. The proposed Architectural Design Guidelines and Landscape Design Guidelines are included with this report as Attachments 10 and 11.
Condition No. 71 requires that project-level Design Review be completed prior to building
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Planning Commission
Toll Brothers at Alder Creek (MSTR25-00084)
May 20, 2026
City of Folsom Page 16
permit issuance for any residential development that is part of this project.
The Architectural Design Guidelines include architectural themes, design objectives, architectural styles, and homesite examples. The applicant states that residential development in Toll Brothers at Alder Creek will incorporate a mix of architectural styles to promote visual diversity and interest. Architecture will respond to local climate and take its inspiration from the design trends of various periods throughout the City’s history with a focus on incorporating more contemporary architectural forms and elevations to create timeless communities. Architectural styles selected for inclusion in the Guidelines include the following:
• Spanish Colonial and Contemporary
• Italian Villa
• Modern Craftsman, Farmhouse, Prairie, Spanish, Ranch, and Cottage • Coastal Contemporary
• Western Farmhouse
• Prairie
Examples of the proposed architectural styles follow in Figure 7.
FIGURE 7: ARCHITECTURAL STYLE EXAMPLES
MODERN RANCH
06/23/2026 Item No.18.
Planning Commission
Toll Brothers at Alder Creek (MSTR25-00084)
May 20, 2026
City of Folsom Page 17
SPANISH CONTEMPORARY
ITALIAN VILLA
06/23/2026 Item No.18.
Planning Commission
Toll Brothers at Alder Creek (MSTR25-00084)
May 20, 2026
City of Folsom Page 18
MODERN PRAIRIE
MODERN SPANISH
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Planning Commission
Toll Brothers at Alder Creek (MSTR25-00084)
May 20, 2026
City of Folsom Page 19
The applicant has also provided a set of Landscape Design Guidelines that include the Project’s landscape design vision, streetscape plan, master plant list, private amenity landscape designs, and plans for gated entry monumentation and site amenities. The applicant states that the landscape vision for the project is to work with the site’s distinct natural topographical features and vegetation, historical ranch heritage, and rural character. The forms and materials of walls, fences, signs, structures, and paving will work with the native-focused master plant list to implement the design vision.
Figures 8 and 9 below show the preliminary plans included for a recreation/private park amenity proposed to serve the higher-density project area and the gated entry proposed for a low-density gated community in the western area of the project. The applicant also provided conceptual landscape plans for the 4- and 6-pack lotting patterns. Figure 10 shows the plan for the 6-pack product. Landscape plans for individual residential lots will be considered with subsequent Design Reviews and will be expected to be consistent with the Guidelines approved.
FIGURE 8: RECREATION FACILITY LANDSCAPE DESIGN
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Planning Commission
Toll Brothers at Alder Creek (MSTR25-00084)
May 20, 2026
City of Folsom Page 20
FIGURE 9: GATED ENTRY LANDSCAPE DESIGNS
FIGURE 10: 6-PACK PRODUCT CONCEPTUAL LANDSCAPE PLAN
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Planning Commission
Toll Brothers at Alder Creek (MSTR25-00084)
May 20, 2026
City of Folsom Page 21
The Project is adjacent to major roadways and open space areas. The applicant is proposing to install a split-face concrete block wall six feet in height along the project perimeter adjacent to the major roadways and Neighborhood Park 5. For project areas adjacent to open space areas, the applicant proposes open tube steel fencing six feet in height. Attachment 9 to this report shows the perimeter walls and Attachment 12 shows proposed retaining walls.
Private yard areas for the individual residential lots are proposed to be screened by a combination of wood fencing, open-view fencing, and masonry walls. The wood fencing will be utilized for the interior side yards, street side yards, and rear yards of the residential lots. The open-view fencing will be utilized for the rear yards on residential lots located adjacent to open space areas (where noise mitigation is not required). Masonry walls will be installed at various locations throughout the project site to minimize potential noise and privacy concerns.
Inclusionary Housing Plan
The FPASP and Section 17.104 of the FMC require all for-sale residential development projects consisting of 10 or more units to satisfy the city’s inclusionary housing requirement. One option for satisfying the requirement is to pay a fee to the city in lieu of constructing the required number of inclusionary units for the development project.
Consistent with the requirements of Section 17.104.060(F)(5) of the FMC, the applicant has submitted a signed letter stating that their intent is to pay the in-lieu fee for this project (Attachment 18).
Minor Administrative Modification
Per FPASP Section 13.3 (Administrative Procedures), Minor Administrative Modifications (MAMs) to Plan Area land use locations, parcel boundaries, and other amendments that are generally consistent with and do not substantially change the overall intent of the Plan Area, can be requested to support development projects. A MAM can be reviewed and approved by the Director of the Community Development Department. It can also be bundled with planning entitlements that require consideration by the City Council or Planning Commission if they support those requests. Such is the case for this project, where the applicant is requesting approval of a MAM to increase the number of FPASP Parcels (utilized to track residential unit allocations within the Plan Area) by dividing some larger parcels. The applicant also requests minor modifications to land use boundaries to reflect refined land planning around open space resources and the public park and school site. Finally, a reduced roadway cross section for Alder Creek Parkway is requested to reflect changes to expected transit services in the corridor. Exhibits to support the MAM request are included as Attachment 16 to this report.
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Planning Commission
Toll Brothers at Alder Creek (MSTR25-00084)
May 20, 2026
City of Folsom Page 22
ANALYSIS
The following sections provide an analysis of the Project:
A. General Plan and Specific Plan Land Use Consistency
B. Small-Lot Vesting Tentative Subdivision Map
C. Backbone Infrastructure
D. Traffic, Access, and Circulation
E. Oak Tree Preservation and Removal
F. Trails, Parks, Fire Station, and School Site
G. Planned Development Permit
H. Inclusionary Housing Plan
I. Minor Administrative Modification
J. Public Noticing
K. CEQA Review
A. General Plan and Specific Plan Land Use Consistency
Relevant Policies and Requirements
• GP and SP OBJECTIVE H-1 (Housing). To provide an adequate supply of suitable sites for the development of a range of housing types to meet the housing needs of all segments of the population.
• GP and SP POLICY H-1.1. The City shall ensure that sufficient land is designated and zoned in a range of residential densities to accommodate the City’s regional share of housing.
The Project site has General Plan land use designations of SF (Single Family), SFHD (Single Family High Density), MLD (Multifamily Low Density), OS (Open Space), PQP (Public and Quasi-Public), and P (Parks). The FPASP adds a ‘SP’ (Specific Plan) prefix to these land use designations to denote the Specific Plan land use designations. The Project does not propose to amend either the General Plan or Specific Plan land use designations for the subject properties, other than minor adjustments requested under the MAM, and the Specific Plan land use designations are consistent with the General Plan designations. Table 4 below shows the land uses and densities (if applicable) proposed for each land use designation.
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Planning Commission
Toll Brothers at Alder Creek (MSTR25-00084)
May 20, 2026
City of Folsom Page 23
TABLE 4: LAND USE CONSISTENCY
Proposed
Land Use
Land Use
Designation
Allowed
Use?
Permitted
Density
Range
Proposed
Density
Range
Density
Consistent?
Traditional SingleFamily DetachedSP-SF Yes 1-4
units/acre
3-4.9
units/acre,
average 3.7
units/acre
Yes
Traditional SingleFamily DetachedSP-SFHD Yes 4-7
units/acre
4.3-7
units/acre
Yes
Traditional SingleFamily DetachedSP-MLD Yes 7-12
units/acre
3.9-9.4
units/acre,
average 7.6
units/acre
Yes
Small-Lot SingleFamily DetachedSP-MLD Yes 7-12
units/acre
8.2-11
units/acre
Yes
Two-Family (Duet) SP-MLD Yes 7-12
units/acre
9.3 Yes
Park SP-P Yes N/A N/A N/A
School SP-PQP Yes N/A N/A N/A
Open Space SP-OS Yes N/A N/A N/A
Fire Station SP-SF Yes N/A N/A N/A
Analysis
The city provides residential lands at a variety of residential densities as specified in the General Plan and in the Folsom Municipal Code. The Folsom Plan Area Specific Plan includes specialized zoning (Specific Plan Land Use Designations) that are customized to the Plan Area as adopted in 2011 and as amended over time. The FPASP provides residential lands at densities ranging from 1-4 dwelling unit per acre (SF), 4-7 dwelling units per acre (SFHD), 7-12 dwelling units per acre (MLD), 12-20 dwelling units per acre (MMD), 20-30 dwelling units per acre (MHD), and 9-30 dwelling units per acre (MU). The Toll Brothers at Alder Creek project is proposed to build out densities consistent with the applicable land use designations. The land uses and densities proposed are consistent with the General Plan and Specific Plan.
B. Small Lot Vesting Tentative Subdivision Map
Relevant Policies and Requirements
Title 16 of the Folsom Municipal Code (FMC) supplements and implements the State Subdivision Map Act (Government Code Sections 66410 et seq.). It is the purpose of this title to regulate and control the division of land within the city and to supplement the provisions of the Subdivision Map Act concerning the design, improvement and survey
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May 20, 2026
City of Folsom Page 24
data of subdivisions, the form and content of all required maps provided by the Subdivision Map Act, and the procedure to be followed in securing the official approval of the city regarding the maps. FMC Chapter 16.20 requires that applications for Tentative Subdivision Maps be forwarded to the City Council for final action. FMC Chapter 16.28 establishes appropriate local procedures for the implementation of the Vesting Tentative Map Statute of the State Subdivision Map Act.
Analysis
The applicant has submitted a Small-Lot Vesting Tentative Subdivision Map to create a total of 1,424 residential lots with varying densities. As shown in the Preliminary Final Map Phasing Plan in Attachment 14, the applicant plans to file multiple final maps on the tentative map and has included notice of this intent as part of the Project Narrative (Attachment 19). The proposed Small-Lot Vesting Tentative Subdivision Map creates the necessary easements to allow for roads and utilities to facilitate development of the individual parcels, as well as parcels providing shared access, landscaping, and open space that will be owned and maintained by one or more Homeowners Association (HOA). It is important to note that a portion of the proposed subdivision will be a private gated community; as a result, all drives in that area are proposed to be private. The construction of the backbone infrastructure including roadways shall be timed to support the development of these phases.
The applicant has provided a proposed street name list as required under FMC Section
16.16.050. The list has been reviewed by safety agencies and refined based on their input and is included as Attachment 17 to this staff report. Condition No. 23 requires that the street names be shown as approved on the final map(s).
Staff have included a condition (Condition No. 27) that requires the applicant to dedicate easements for water and sewer within the private streets, as well as public utility easements for underground facilities on properties adjacent to the streets (Condition No. 87). Further discussion on roadway improvements and backbone infrastructure are included in subsequent sections of this report.
The applicant requests that the map be vesting and has “VESTING TENTATIVE MAP” printed conspicuously on the face of the tentative map. The applicant has provided preliminary grading, drainage, and utility plans to support the request, as well (Attachments 6 and 7). Water and sewer facilities to the site are provided by the City of Folsom.
Staff have determined that the proposed Small Lot Vesting Tentative Subdivision Map, if approved concurrently with the Planned Development Permit request, complies with all