YIELD
STOP
STOP MAIL MAIL
35 MAIL STOP
AHEAD MAILMAIL MAIL MAIL MAIL MAIL MAIL MAIL
MAIL
SOUTHWELL
PLACE
CABRAL
PLACE
DRYDEN PLACE
SALMON
LANE SEPHOS STREET FLOOD PLAIN FLOOD PLAIN
60' EX 60' WIDE SSJID EASEMENT TO BE ABANDONED EX PG&E EASEMENT C.N. 2006 243294 FUTURE CONNECTION TO AIRPORT WAY LOT C 11 12 8 9
7 LOT D 198 10
2 1
6 5
4 3 26 167 168 169 164 163 162 161 160 159 158 166 165 114 115 142 150 143 151 144 152 145 153 146 154 147 155 140 148 156 141 149 157 133 134 135 136 137 95 97 118 119 117 125 124 123 122 130 131 128 129 49 52 51 50 53 54 42 56 55 94 29 283433 27 323130 96 9293 899091 68 69 62 70 63 64 71 72 65 73 66 74 67 46 47 45 43 44 48 LOT B 85 77 84 76 83 75 82 81 80 87 79 86 78 121 132 108 107 120 18 13 25 17 24 16 23 15 22 14 21 20 19 102 101 100 99 98 104 103 61 60 59 58 57 38 39 40 41 36 37 88 35 126 127 116 LOT A PARK/BASIN 199 109 106 105 113 110111 112 139 138 171 173 172 170 175 176 174 195 196 193 194 186 190 188 189 187 LOT G 192177 178 181 182 180 179 184 185 183 191 50' 50'
50' 50'
60' 60' 40'
50'
60' 50' 50'
50'
56'
60'
60' 50'
60' 60' ±60'
60'
50'
PEACH ROAD
OLEANDER AVENUE
STREET E
STREET I
STREET H
STREET A
SUNGRAND DRIVE
STREET E
STREET E STREET C STREET B
STREET M
STREET J STREET D
STREET K STREET K STREET G
STREET L SATSUMA STREET
SUNGRAND
DRIVE STREET F 197 UPLAND AREA 0.56 Ac A1 A2
E
D
D
D
D
C
F
B
D
D
H
B
APPROVED SHEET NUMBERDATE DESCRIPTIONS
REVISIONS
NO.
CALIFORNIA JOB #: DATE: SCALE: DRAWN: DESIGN: CHK'D:
PRELIMINARY: NOT FOR
CONSTRUCTION
PLOTTED: 02/16/2022 09:19 PLOTTED BY: Phurban
DWGNAME: F:\20-2737 Dutra Property Airport Way\Planning\TM\TM1.1.dwg TM1.1 COPYRIGHT © 2022 NORTHSTAR ENGINEERING GROUP, INC 20-2737 TPD KM/PMH AG02/16/2022
MANTECA,
DUTRA PROPERTY
TENTATIVE SUBDIVISION MAP
0 1" = 100 50 100 100' 1. ALL IMPROVEMENTS SHALL BE CONSTRUCTED AS PER THE CITY OF MANTECA STANDARD PLANS AND SPECIFICATIONS, EXCEPT AS NOTED. 2. STORM DRAINAGE: BY POSITIVE SYSTEM DISCHARGE TO ONSITE BASIN TO DISCHARGE TO CITY OF MANTECA STORM DRAINAGE SYSTEM. 3. SEWAGE DISPOSAL: BY CITY OF MANTECA SEWER SYSTEM. 4. WATER SUPPLY: BY CITY OF MANTECA. 5. EXISTING IRRIGATION: ALL EXISTING IRRIGATION LINES, STRUCTURES, AND APPURTENANCES WITHIN THE PROJECT BOUNDARY SHALL BE REMOVED OR ABANDONED PER SSJID STANDARDS AND SPECIFICATIONS. 6. STREET LIGHTING SHALL BE INSTALLED AS PER THE CITY OF MANTECA. 7. PUBLIC UTILITIES ARE TO BE INSTALLED UNDER GROUND IN EASEMENTS. 8. PUBLIC UTILITY EASEMENTS WILL BE PROVIDED ALONG ALL INTERIOR STREET FRONTAGES. 9. THE SUBDIVIDER HEREBY RESERVES THE RIGHT TO FILE "MULTIPLE SUBDIVISION MAPS" AS SET FORTH BY THE SUBDIVISION MAP ACT, ARTICLE 4, SECTION 66456.1, AND FILE PARCEL MAPS FOR REASON OF SALE. ALL PARCEL LINES SHALL CONFORM TO THE TENTATIVE MAP 10. BUILDING SETBACKS WILL BE AS PER CITY OF MANTECA MUNICIPAL CODE SMALL LOT STANDARDS TABLE 17.26.020-2. 11. ALL EXISTING STRUCTURES AND TREES ARE TO BE REMOVED. SEPTIC TANKS, LEACH FIELDS, AND WELLS ON SITE WILL BE REMOVED OR ABANDONED AS PER CITY OF MANTECA REQUIREMENTS UNLESS OTHERWISE SPECIFIED. 12. STREET INTERSECTION ANGLE NOT TO EXCEED 75° IN ACCORDANCE WITH CITY OF MANTECA. 13. BOUNDARY SHOWN IS PER RECORD INFORMATION ONLY AND IS SUBJECT TO CHANGE BASED ON FUTURE BOUNDARY SURVEYS. 14. BASIN TO BE SIZED IN ACCORDANCE WITH CITY OF MANTECA STORM DRAINAGE MASTER PLAN. A. REGULATORY AGENCY: CITY OF MANTECA 1001 W. CENTER STREET MANTECA, CA. 95337 B. APPLICANT: KDH GROUP, LLC 3200 DANVILLE BOULEVARD, SUITE 200 ALAMO CA. 94507 T: (925) 683-7052 CONTACT: DOUG LEDEBOER C. ENGINEER: NORTHSTAR ENGINEERING GROUP, INC 620 12th STREET MODESTO CA, 95354 T: (209) 524-3525 F: (209) 524-3526 CONTACT: TONY DE MELO D. ASSESSOR'S PARCEL NUMBERS: 226-170-08 (PORTION), 226-170-12, 226-170-13 E. EXISTING LAND USE: HOME SITE AND OPEN FIELD F. PROPOSED LAND USE: RESIDENTIAL G. EXISTING ZONING/ GP: AU-20 (COUNTY)/ LDR H. PROPOSED ZONING/ GP: R-1/ LDR I. TOTAL PROJECT SIZE: ±34.6 GROSS/NET ACREAGE J. TOTAL NUMBER OF LOTS: 199 K. PARKING: MINIMUM 2 GARAGE PARKING SPACES AND 2 DRIVEWAY PARKING SPACES PER LOT L. DENSITY: 5.8 UNITS PER NET ACRE M. TYPICAL LOT SIZE: 50' X 80' MINIMUM N. SETBACKS: SETBACKS ARE TO BE PER CITY OF MANTECA MUNICIPAL CODE 17.26.040, TABLE 17.26.020-2 SMALL-LOT SINGLE-FAMILY DEVELOPMENT STANDARDS. O. MAXIMUM COVERAGE: 60% P. CONTOURS: 1.0 FOOT INTERVALS Q. UTILITIES: WATER SYSTEM - CITY OF MANTECA SANITARY SEWER SYSTEM - CITY OF MANTECA STORM DRAINAGE - CITY OF MANTECA GAS - PG&E ELECTRIC - PG&E TELEPHONE - AT&T SCHOOL DISTRICT - MANTECA UNIFIED SCHOOL DISTRICT PROJECT INFORMATION SHEET INDEX 1. TM1.1 COVER AND CROSS SECTIONS SHEET 2. TM2.1 DIMENSIONS AND TOPOGRAPHY PLAN 3. TM2.2 UTILITY PLAN TENTATIVE SUBDIVISION MAP DUTRA PROPERTY SUBDIVISION MANTECA, CALIFORNIA REAL PROPERTY IN THE UNINCORPORATED AREA OF THE COUNTY OF SAN JOAQUIN, STATE OF CALIFORNIA, DESCRIBED AS FOLLOWS: THE EASTERLY 210 FEET OF LOT 20, AS SHOWN UPON MAP ENTITLED MAP NO. 5, CALIFORNIA NILE GARDEN FARMS, FILED FOR RECORD MAY 6, 1913 IN VOL. 7 OF MAPS AND PLATS, PAGE 12, SAN JOAQUIN COUNTY RECORDS. (SAID EASTERLY 210 FEET BEING MEASURED FROM THE CENTERLINE OF SAID OLEANDER AVENUE). APN: 226-170-130-000 LEGAL DESCRIPTION COVER AND CORSS SECTIONS SHEET AS SHOWN GENERAL NOTES Exhibit A- Tentative Subdivision Map Exhibit "A" ATTACHMENT 9
YIELD
STOP
STOP MAIL MAIL
35 MAIL STOP
AHEAD MAILMAIL MAIL MAIL MAIL MAIL MAIL MAIL
MAIL 4100 SF 195 5544 SF 179 BARRICADE
25.0 25.0
25.0 25.0
25.0 25.0
25.0 25.0
22.0 22.0
23.0 23.0
23.0 23.0
24.0 24.0
24.0 24.0
24.0 26.0
26.0 26.0
27.0 27.0 BARRICADE BARRICADE 120.0'
26.4' 79.4' 79.4'
26.4'
43.7'
38.1'
39.4'
94.4'88.6' 45.0' 80.0' 50.0' 67.7' 50.0' 103.2' 87.4' 52.0' 62.5' 68.8' 56.0'
50.0'
50.0' 70.2' 80.6'
50.8'
78.5'
70.2'
50.1' 50.0' 80.0' 80.0' 80.0' 80.0'
50.6' 73.1' 80.0'
26.4' 120.0' 26.4' 158.7'
171.6' 45.7'
95.9'
50.1' 50.0' 50.0' 50.0' 50.0' 49.8' 80.0' 80.0'
66.2'
50.5' 44.4'
38.1'
38.5'
76.8'
73.6'
120.0' 100.1' 15.1' 70.0' 70.0'
120.0' 48.8' 70.0' 71.4'
120.0'
100.2' 59.8' 31.2'
47.3' 50.0' 50.0' 50.0' 50.0' 50.0' 46.0' 45.0' 80.0'
66.6' 80.0' 80.0' 80.0' 80.0' 80.0'
57.4'
62.8'
80.7'
68.8' 80.0' 59.8'
31.7'
99.8' 60.2' 59.8'
31.7'
120.0' 80.0' 80.0' 60.3'
31.2'
36.7' 50.2' 50.2' 50.2'
69.5' 52.0' 50.6'
51.5'
93.0' 18.2'
19.3' 70.0'
42.7'
39.7'
48.4'
110.8'
75.6'
72.7'
58.4' 56.3' 50.0' 50.0' 50.0' 43.0' 80.0'
48.8'
75.5' 66.8' 6.5'
113.0'
63.0' 80.0' 80.0' 80.0'
70.6' 65.0' 80.0' 80.0'
44.9' 56.7' 56.5' 56.5' 56.5' 45.0' 80.0' 80.0' 80.0' 80.0' 80.0' 80.0' 80.0' 80.0'
56.1' 56.7' 56.5' 56.5' 56.5' 45.0'
80.3' 69.2'
60.1'
58.1'
56.5'
58.1'
80.3' 87.2' 50.2' 50.2' 50.2' 50.2' 50.2' 50.2'
80.3' 105.2'
80.3' 111.4'
50.5'
50.4'
50.8'
80.3' 110.0'
80.3' 105.5'
24.8'
50.2' 50.0' 50.0' 50.2'
50.6'
80.3' 102.7'
82.9' 97.5' 50.0' 50.0'
50.1' 50.1'
80.3' 95.4'
99.6' 70.0' 80.0' 80.0'
55.0' 52.0' 52.0' 52.0' 52.0' 52.1' 80.0' 80.0' 80.0' 80.0' 80.0' 80.0' 80.0' 80.0' 78.5' 78.5'
51.3'
52.3'
43.8' 52.0' 52.0' 52.0' 52.0' 52.1' 65.0' 50.0' 50.0' 50.0' 50.0' 50.0' 50.0' 50.0' 50.0' 50.0' 50.0' 50.0' 50.0'
94.4' 80.0'
50.5''
50.2' 45.0'
31.4'
73.2' 60.0'
90.0' 80.0' 50.1'
50.3'
50.8'
50.3' 50.0' 50.0' 50.2'
50.6'
98.7' 80.0'
98.7' 80.0'
84.4' 80.0'
105.7' 80.0'
81.8' 80.0'
110.8' 80.0'
68.8' 80.0'
52.3'
112.6' 80.0'
91.5' 79.5'
111.3' 80.0'
106.7' 80.0'
50.2' 50.2' 50.2' 50.2' 50.2' 50.2' 26.7'
352.5' 29.8'
31.4' 45.0' 50.0' 50.0' 50.0' 50.0' 50.0' 50.0' 50.0' 50.0' 50.0' 50.0' 50.0' 50.1' 60.0' 60.0'
31.4'
31.4' 77.5' 50.0' 50.0' 60.0'
80.0'
54.3'
41.9'
101.1'
59.9'
31.4'
79.1'
50.8' 50.0' 50.0' 50.0' 50.0' 50.0' 50.0' 50.0' 50.0' 50.0' 50.0' 50.0'
80.0'
80.0'
80.0'
80.0'
80.0'
80.0'
80.0'
80.0'
80.0'
80.0'
80.0' 50.0' 50.0' 52.0' 52.0' 52.0' 52.0' 52.0'
80.0'
80.0'
80.0'
52.3'
43.3'
81.1'
80.0'
80.0'
80.0'
80.0'
60.3' 44.6' 47.4'
50.3'
100.5'
125.4'
106.8'
37.7'
72.2' 31.3'
65.3'
50.2'
50.2'
50.2'
50.2'
80.3' 94.8'
50.2' 45.0'
80.3' 95.0'
80.3' 92.6'
80.3' 92.5'
62.1' 70.1' 31.4'
47.1'
50.2'
50.2'
50.2'
50.2'
29.6'
62.1'
58.4'
29.6'
33.3'
62.1'
58.4'
29.6'
33.3'
67.3'
100.5'
80.3' 61.6'
42.6'
50.0'
47.1'
31.4'
80.0'
80.0'
33.3'
42.8'
50.0'
50.0'
51.0'
51.0'
51.0'
51.0'
51.0'
51.0'
51.0'
51.0'
51.0'
51.0'
51.0'
51.0'
51.0'
51.0'
48.9'
80.0'
80.0'
80.2'
80.2'
80.1'
80.2'
80.1'
80.2'
80.0'
59.9' 31.4'
80.1'
80.2'
80.0'
80.1'
80.0'
80.1'
60.3'
31.3'
80.0'
80.1'
61.4'
54.0'
54.0'
54.0'
54.0'
44.4'
80.0'
67.4'
52.9'
80.0'
79.9'
79.9'
31.4' 59.9'
80.0'
80.4' LOT C 2230 SF 7022 SF 11 4760 SF 12 4000 SF 8 3868 SF 9 3999 SF 7 LOT D 2231 SF 198 28271 SF 4065 SF 10 4000 SF 2 4021 SF 1 3999 SF 6 4000 SF 5 4000 SF 4 4000 SF 3 3991 SF 26 8400 SF 168 8483 SF 169 8232 SF 167 5281 SF 164 4001 SF 163 4001 SF 162 4001 SF 161 4001 SF 160 4001 SF 159 3681 SF 158 9516 SF 166 6319 SF 165 5957 SF 95 3961 SF 97 4000 SF 118 4000 SF 119 4000 SF 117 4535 SF 125 4520 SF 124 4520 SF 123 4520 SF 122 4520 SF 130 4520 SF 131 4535 SF 128 4520 SF 129 3603 SF 4258 SF 49 50 5507 SF 51 5548 SF 52 5395 SF 53 5192 SF 54 4103 SF 42 4992 SF 55 4810 SF 56 3741 SF 29 3807 SF 94 4997 SF 28 4160 SF 34 4160 SF 33 6973 SF 27 4160 SF 32 4160 SF 31 4152 SF 30 6769 SF 96 4160 SF 92 4152 SF 93 4160 SF 89 4160 SF 90 4160 SF 91 5462 SF 68 5148 SF 5990 SF 69 62 4706 SF 70 4815 SF 63 4346 SF 71 5103 SF 64 4141 SF 72 5425 SF 65 3850 SF 73 5599 SF 66 3702 SF 74 5611 SF 67 4017 SF 47 4017 SF 46 4017 SF 45 4017 SF 44 4017 SF 43 4017 SF 48 LOT B 6500 SF 4000 SF 85 4000 SF 77 4000 SF 84 4000 SF 76 4000 SF 83 3999 SF 75 4000 SF 82 4000 SF 81 4000 SF 80 5114 SF 87 4000 SF 79 4000 SF 86 4000 SF 78 5114 SF 121 5114 SF 132 4527 SF 108 4825 SF 107 4954 SF 120 3728 SF 13 4000 SF 18 3886 SF 25 4000 SF 17 4000 SF 24 4000 SF 16 4000 SF 23 4000 SF 15 4000 SF 22 3996 SF 14 4000 SF 21 4000 SF 20 4000 SF 4160 SF 19 102 4160 SF 101 4160 SF 100 4160 SF 99 4104 SF 98 4000 SF 104 4160 SF 103 5945 SF 61 4758 SF 60 4689 SF 59 4613 SF 58 4683 SF 57 4017 SF 38 4017 SF 39 4017 SF 40 4098 SF 41 5154 SF 36 4017 SF 37 5190 SF 88 5751 SF 35 5281 SF 126 5842 SF 127 4204 SF 116 4000 SF 114 5121 SF 115 4080 SF 142 4087 SF 150 4081 SF 143 4088 SF 151 4081 SF 144 4088 SF 152 4082 SF 145 4089 SF 153 4083 SF 146 4090 SF 154 4084 SF 147 4091 SF 155 3998 SF 140 4085 SF 148 4263 SF 156 3999 SF 141 4086 SF 149 5196 SF 157 4573 SF 133 4319 SF 134 4318 SF 135 4317 SF 136 4316 SF 137 466.6' 222.8'
424.8'
331.2'
31.4'
LOT A PARK/BASIN 2.92 SF 97.7' 12.7' 50.7'
109.8' 158.7'
98.9'199 16023 SF 8134 SF 109 5707 SF 106 4249 SF 105 5009 SF 113 5956 SF 1106426 SF 111 6054 SF 112 4932 SF 139 5064 SF 138 3924 SF 197
84.6'
50.3'
51.2' 49.7'
95.6' 50.6'
80.0'
31.7' 40.1'
59.8' 13.6'
31.7' 80.0' 55.0' 55.0' 80.0' 80.0'
113.0' 97.4'
58.0' 57.0' 23.6'
47.8'
38.3' 52.0' 52.0' 37.7' 80.0' 80.0' 80.0' 36.7'
31.2'
91.1'
82.0'
90.5'
82.0'
55.2' 50.2' 50.2' 50.2' 50.2' 55.2' 180.1'
87.0'
101.5'
78.7'
91.2'
86.7'
82.0' 35.2'
42.0'
32.5' 49.3' 50.2'
82.0'
50.3' 51.2'
79.5'
42.0'
63.5' 29.8'
50.2' 50.1' 50.0'
31.2'
55.4'
105.4' 104.2'
54.2' 60.3' 59.8' 80.0'
37.7' 31.7' 55.0'
28.1'
35.5' 50.0' 50.0' 34.5' 31.2' 80.0' 80.0'
55.4'
55.6'
55.9' 59.8' 80.0' 4499 SF 171 4083 SF 172 4701 SF 173 4931 SF 170 4160 SF 175 4160 SF 176 4591 SF 174 3924 SF 197 4068 SF 196 4100 SF 193 4100 SF 194 4738 SF 186 4447 SF 190 4507 SF 188 4597 SF 189 4543 SF 187 4438 SF 1924511 SF 177 5305 SF 178 4000 SF 181 4000 SF 182 4285 SF 180 5959 SF 184 6523 SF 185 4335 SF 183 4544 SF 191
63.5' 61.9'
122.5' 96.5' 59.4' 50.0' 50.0' E.V.A.
50' 50'
50' 50'
60' 60' 40'
50'
60' 50' 50'
50'
56'
60'
60' 50'
60' 60' ±60'
60'
50' OFF-SITE STREET IMPROVEMENTS ALONG FRONTAGE OF OLEANDER AND PEACH TO BE BUILT WITH THIS PROJECT PEACH ROAD
OLEANDER AVENUE
STREET E
STREET I
STREET H
STREET A
SUNGRAND DRIVE
STREET E
STREET E STREET C STREET B
STREET M
STREET J STREET D
STREET K STREET K STREET G
STREET L SATSUMA STREET
SUNGRAND
DRIVE STREET F A1 TM1.1 A2 TM1.1
B
B
TM1.1
TM1.1
SOUTHWELL
PLACE
CABRAL
PLACE
DRYDEN PLACE
SALMON
LANE SEPHOS STREET
APPROVED SHEET NUMBERDATE DESCRIPTIONS
REVISIONS
NO.
CALIFORNIA JOB #: DATE: SCALE: DRAWN: DESIGN: CHK'D:
PRELIMINARY: NOT FOR
CONSTRUCTION
PLOTTED: 02/16/2022 11:06 PLOTTED BY: Phurban
DWGNAME: F:\20-2737 Dutra Property Airport Way\Planning\TM\TM2.1.dwg TM2.1 COPYRIGHT © 2022 NORTHSTAR ENGINEERING GROUP, INC 20-2737 TPD KM/PMH AG02/16/2022
MANTECA,
DUTRA PROPERTY
TENTATIVE SUBDIVISION MAP
DIMENSIONS AND TOPOGRAPHY PLAN AS SHOWN
0 1" = 80 40 80 80' LEGEND
Exhibit "A" ATTACHMENT 9
DCDA WB WB WV WVWV WV YIELD JP
STOP
STOP SP MAIL JPJPJPJPJP MAIL
35 MAIL JP STOP
AHEAD PP
W MAILMAIL MAIL MAIL MAIL MAIL MAIL MAIL SP ICV JP JP SP SP
MAIL WB TEL ELB WB ELB TEL WBWB
SLB ELB CATV ICV WB SLB
SLB ELB WVWV SLB SLB WB TEL TEL SP
SOUTHWELL
PLACE
CABRAL
PLACE
DRYDEN PLACE
SALMON
LANE SEPHOS STREET
EX8"W
EX12"SS
EX12"SD
EX12"SS
EX12"SD
A
8"W 6"SS 8"SS 6"SS 6"SS
8"SS
8"SS
6"SS
8"SS
8"SS 8"SS
6"SS
6"SS
6"SS
8"SS 8"SS
12"SD
18"SD
18"SD
18"SD
18"SD 12"SD
12"SD
12"SD
15"SD 15"SD 12"SD
6"SS
6"SS
6"SS
8"SS STUB SEWER AND WATER STUB WATER CONNECT TO EXISTING SEWER AND WATER CONNECT TO EXISTING WATER STUB WATER STUB WATER EX8"W
EX8"NP STUB SEWER AND WATER
8"SS OUTLET OUTLET OUTLET
EX10"SS EXPAND EXISTING WACKERLY ESTATES BASIN
12"SD 12"SD
12"SD OUTLET OUTLET STORM DRAIN TREATMENT AREA EXISTING OUTLET EXISTING OUTLET IRRIGATION WELL LOT C 11 12 8 9
7 LOT D 198 10
2 1
6 5
4 3 26 167 168 169 164 163 162 161 160 159 158 166 165 114 115 142 150 143 151 144 152 145 153 146 154 147 155 140 148 156 141 149 157 133 134 135 136 137 95 97 118 119 117 125 124 123 122 130 131 128 129 49 52 51 50 53 54 42 56 55 94 29 283433 27 323130 96 9293 899091 68 69 62 70 63 64 71 72 65 73 66 74 67 47 46 45 44 43 48 LOT B 85 77 84 76 83 75 82 81 80 87 79 86 78 121 132 108 107 120 13 18 25 17 24 16 23 15 22 14 21 20 19 102 101 100 99 98 104 103 61 60 59 58 57 38 39 40 41 36 37 88 35 126 127 116 LOT A PARK/BASIN 199 109 106 105 113 110111 112 139 138 171 173 172 170 175 176 174 195 196 193 194 186 190 188 189 187 LOT G 192177 178 181 182 180 179 184 185 183 1916"SS 6"SS
8"W 6"SS 6"SS 8"SS
8"SS 10"SS CONNECT TO EXISTING SEWER MANHOLE
12"W 12"W
12"W
12"W
12"W
8"W
8"W
8"W
8"W
8"W
8"W
8"W
8"W 8"W 8"W 8"W 8"W 8"W 8"W 8"W 8"W 8"W
12"W
10"SS
6"SS
8"SS
18"SD 12"W 8"W 8"W PEACH ROAD
OLEANDER AVENUE
STREET E
STREET I
STREET H
STREET A
SUNGRAND DRIVE
STREET E
STREET E STREET C STREET B
STREET M
STREET J STREET D
STREET K STREET K STREET G
STREET L SATSUMA STREET
SUNGRAND
DRIVE STREET F 197 UPLAND AREA 0.56 Ac STORM DRAIN DETENTION BASIN TOP = 22.6'' HWL = 21.2' BOT = VARIES BASIN VOLUME = 6.96 AC-FT TREATMENT VOLUME = 1.53 AC-FT TREATMENT AREA = 43,771 SF CONNECT TO EXISTING SEWER AND WATER 8"SS 12"SS 12"SS
EX12"W
EX54"SD
EX36"SS 12"SS 12"SS 12"SS 12"SS CONNECT TO EXISTING 12" SEWER STUB 12" SEWER STUB 10" SEWER STUB INFILTRATION WATER AREA NOTE: ALL STORMWATER REMAINING IN THE PIPE SYSTEM (STAGNANT WATER) AFTER THE STORM TO BE PUMPED TO THE UPPER TIER, BIO-RETENTION POND. GROUND WATER ELEV = ±15' HWL ELEV = 21.2' 4:1 INFILTRATION HWL = 18.3'
4:1 6:1 1.00' ROCK SECTION MUST CONSIST OF WASHED 1 - 2.5 INCH DIAMETER STONE 0.25' CALTRANS CLASS II AB PERMEABLE 1.5' MINIMUM PLANTING MEDIA CONSIST OF 70% SAND (ASTM C33) AND 30% COMPOST
APPROVED SHEET NUMBERDATE DESCRIPTIONS
REVISIONS
NO.
CALIFORNIA JOB #: DATE: SCALE: DRAWN: DESIGN: CHK'D:
PRELIMINARY: NOT FOR
CONSTRUCTION
PLOTTED: 02/16/2022 12:25 PLOTTED BY: Phurban
DWGNAME: F:\20-2737 Dutra Property Airport Way\Planning\TM\TM2.2.dwg TM2.2 COPYRIGHT © 2022 NORTHSTAR ENGINEERING GROUP, INC 20-2737 TPD KM/PMH AG02/16/2022
MANTECA,
DUTRA PROPERTY
TENTATIVE SUBDIVISION MAP
UTILITY PLAN AS SHOWN LEGEND BOUNDARY LINE CENTERLINE RIGHT-OF-WAY PARCEL LINE FLOW LINE EDGE OF PAVEMENT STORM DRAIN (MAIN) STORM DRAIN MAINTENANCE HOLE CURB INLET STORM DRAIN OUTLET WATER (MAIN) WATER VALVE FIRE HYDRANT SEWER MAINTENANCE HOLE SEWER (MAIN) SERVICE POLE IRRIGATION (MAIN) IRRIGATION STANDPIPE IRRIGATION CONTROL VALVE 0 1" = 80 40 80 80' PUBLIC UTILITY EASEMENT
SEE ABOVE SEE BELOW
0 1" = 80 40 80 80'
Exhibit "A" ATTACHMENT 9