Cities Index.
Attachment 8 - Tentative Subdivision Map Plan Set dated January 2025

Manteca City Council
April 7, 2026

Document
Attachment 8 - Tentative Subdivision Map Plan Set dated January 2025
Meeting
April 7, 2026
Body
Manteca City Council
Original file
2.4 MB
Text extracted from the city's file for reading and search. Open the original on manteca-ca.legistar1.com. That file is the official record.

SITE

LOUISE AVE AUSTIN RD
HIGHWAY 99

LATHROP RD

YOSEMITE AVE VASCONELLOS AVE PESTANA AVE

CORK OAK LANE
STREET 1
STREET 2

BLACK PINE WAY VASCONCELLOS AVENUE
STREET 3
LOUISE AVENUE STREET 4
53 55
60 44
43 62
61 59
58 57
56 54
42 41
50 51 52
49 48
47 46
45 68 67
65 66
64 63
9 8
7 6
5 4 3 2 1
15 14
13 12
11 10
26 27
28 29
30 31
37 36 35
38 39
34 33
40 32
19 18
17 16
20 21 22 23 24 25

LOT A PARK/BASIN
WILSON
APN: 208-080-120
MUNOZ APN: 208-080-090
LIN
APN: 208-080-040
CONSOLI APN: 208-080-100
COOPER APN: 208-080-240
DIAMOND OAKS UNIT NO. 1
DIAMOND OAKS UNIT NO. 2

LO ESTATES

LO ESTATES
140-070
ROW
18'
50'
23'
WALK
5'
CL
18'
23'
5'
WALK
ROW
2% 2%

DRIVE-OVER

CURB, GUTTER
& SIDEWALK

DRIVE-OVER

CURB, GUTTER
& SIDEWALK
ROW
22'
60'
44'
27'
WALK
5'
CL
22'
27'
5'
WALK
ROW
2% 2%

VERTICAL CURB,

GUTTER &

SIDEWALK

DRIVE-OVER

CURB, GUTTER
& SIDEWALK
2% 2%
2% 2%
36'
50' RESIDENTIAL STREET
1 N.T.S.

N.T.S.
2 60' RESIDENTIAL STREET @ PARK (VASCONCELLOS)
ROW
20' 54'
11'
CL

VERTICAL CURB,

GUTTER &

SIDEWALK
6' 8'
2%
68' 20'
N.T.S.
3 108' LOUISE AVENUE

LAND- WALK
SCAPE
6'
LANDSCAPE
ROW 108'

VERTICAL CURB,

GUTTER &

SIDEWALK
8' 6'
2%
20'
WALK LANDSCAPE
6'
LANDSCAPE
34'

RIGHT-OF-WAY DEDICATION
5' 11' 11' 14' 11' 5'
3' 3'
2' 2'
PER P.F.I.P 4-LANE STREET SECTION PLATE E-2.03
1 GENERAL NOTES, KEY MAP AND LEGEND

PLAN REVISIONS
DATE
CK. BY:

NO.

SCALE:

DR. BY:

JOB NO.:

DATE:

DESCRIPTIONS
SHEET NO.

OF SHEET

AS SHOWN
1 2
3 4
5 6
7 ENGINEERING
w w w . m c r e n g . c o m
1242 DUPONT COURT
MANTECA , CA 95336
TEL :

FAX :
( 209 ) 239 - 6229
( 209 ) 239 - 8839
APPROVED:

Know what'sbelow. Callbefore you dig.

R
811 / 800-227-2600 TENTATIVE SUBDIVISION MAP FOR: 4-C RANCH 20-117
DE
JANUARY, 2025
SLS/RP/RBP 9683 E LOUISE AVENUE MANTECA, CA
5 SITE PLAN VICINITY MAP
TENTATIVE SUBDIVISION MAP FOR:

TRACT NO. 4087
BEING A PORTION OF THE SOUTHEAST QUARTER OF SECTION 27, T.1S., R.7E., M.D.B.M.,

SAN JOAQUIN COUNTY, CALIFORNIA
4-C RANCH
NOTES

1. OWNER: PAULINE CONSOLI

PAULINE CONSOLI DECLARATION OF TRUST
9683 EAST LOUISE AVENUE
MANTECA, CA 95336

2. APPLICANT: TONI RAYMUS

RAYMUS HOMES
1463 MOFFAT BOULEVARD, SUITE 5
MANTECA, CA 95336

3. ENGINEER: MCR ENGINEERING, INC.
1242 DUPONT COURT
MANTECA, CA 95336

4. NO. OF LOTS: 68 (SINGLE FAMILY RESIDENTIAL) & 1 PARK/BASIN

5. PROPOSED LAND USE: SINGLE FAMILY HOME

6. LAND USE: EXISTING: AGRICULTURAL

7. ZONING: R1

8. GENERAL PLAN: LDR (LOW DENSITY RESIDENTIAL)

9. UTILITIES: WATER: CITY OF MANTECA
SEWER: CITY OF MANTECA
TELEPHONE: FRONTIER
GAS & ELECTRIC: PACIFIC GAS & ELECTRIC COMPANY
IRRIGATION: S.S.J.I.D.

10. APN: 208-080-10

11. THIS SITE CONTAINS A SUBDIVISION WITH 68 LOT SINGLE FAMILY RESIDENTIAL LOTS AND A PARK/RESIDENTIAL BASIN LOT ON 20 +/- ACRES.

12. THE PROPERTY HAS A GENTLE SLOPE WITH ELEVATIONS RANGING FROM 44'-41'.

13. BOUNDARY LINES ARE BASED ON RECORD INFORMATION.

14. EXISTING UTILITIES BASED ON RECORD INFORMATION AND TOPOGRAPHIC SURVEY.

BENCHMARK: CITY OF MANTECA BENCHMARK NO. 30.

ELEVATION: 41.44

15. ANY EXISTING WELLS AND/OR SEPTIC SYSTEMS ON SITE SHALL BE ABANDONED PER SAN JOAQUIN COUNTY STANDARDS.

16. PUBLIC UTILITY EASEMENTS SHALL BE DEDICATED ALONG ALL STREET FRONTAGES. P.U.E. NOT PROVIDED ALONG LOUISE AVENUE FRONTAGE.

17. UTILITIES TO BE LOCATED WITHIN PUBLIC UTILITY EASEMENTS AND SHALL BE MAINTAINED BY GOVERNING

AGENCIES

18. THIS PROJECT MAY BE DEVELOPED IN PHASES. PARCEL MAPS MAY BE FILED ON PHASE BOUNDARIES FOR PURCHASE OF SALE OR FARMING.

NORTH
0 100
50 NORTH

SHEET INDEX

STREET SECTIONS
# SHEET TITLE
1 GENERAL NOTES, KEY MAP AND LEGEND
2 TOPOGRAPHIC SURVEY
3 DIMENSION PLAN
4 UTILITY PLAN
5 GRADING & DRAINAGE PLAN
LOT SUMMARY:

LOT A - COMMERCIAL: 2.09 ACRES
ATTACHMENT 8

43.38 43.00 41.04

39.64 39.69 39.57 39.89

40.0240.08

39.70 39.51 39.73

39.90 40.02

39.91 39.96

39.43 39.35 39.66

39.71 39.68 39.74

39.63 39.34 39.51

39.86 39.87

40.05 39.89

39.79 39.45 39.58

39.98 39.92

40.09 40.03

39.99 39.62 39.77

40.00 42.48 42.44

40.50 40.80

40.67 40.34 40.3140.54 40.03 40.32

40.29 40.26 40.5640.70

40.82 40.57 40.28 40.18 40.4940.89 40.97

40.46 40.19 40.39 40.8440.61

40.59 40.45

40.38 40.35 40.38 40.03 40.20

43.19 40.76 40.74

41.13 41.17

43.1641.0240.9040.81 40.45 40.56

40.73 40.62

41.53 40.96

40.82 40.32 40.50

41.38 41.04

41.51 41.15

40.81 40.36

40.41 41.77 41.62

41.16 40.98 40.52 40.68

41.77 41.87

41.74 41.42

41.24 40.93

40.74 40.71

41.81 41.21

41.46 42.23

42.10 42.53

42.50 40.78

41.54 40.79

41.69 41.29

42.07 41.48

42.16 41.93

41.95 41.35

41.74 41.20

41.88 41.46

42.33 41.07

41.05 41.04

41.27 41.86

42.21 42.35

42.21 42.76

42.31 41.84

41.33 41.09

41.11 41.04

41.26 42.24

42.13 42.51

41.51 41.24

41.42 41.46

42.74 43.06

41.87 41.58

43.66 44.52

44.33 41.63

44.96 46.12

45.07 44.27

46.12 46.09

46.01 46.00

46.02 43.32

43.53 44.71

44.70 44.63

41.11 41.32

41.24 41.26

41.18 41.61

42.62 42.55 42.76 42.72

42.36 42.52

42.74 42.62

42.15 42.80

42.63 42.45

41.69 41.29

41.40 41.36

41.28 41.24

41.64 43.84

45.52 45.36

43.58 41.91

41.27 41.40

41.51 41.42

41.48 41.77

42.69 43.16

42.65 44.44

43.57 42.88

41.87 42.78

43.28 41.47

41.64 41.66

41.46 41.40

42.04 45.06

44.68 44.63

44.56 44.42 44.36 44.23

44.79 44.79

44.90 42.35

41.71 41.65

41.72 41.68

41.69 41.84

42.78 43.55

43.65 42.53 42.92 43.28 43.14 42.85

41.97 41.82

41.88 41.80

41.81 41.60

42.21 44.54 44.82

42.52 41.84

41.79 41.81

41.84 41.79

41.90 42.89 43.31 43.73 43.45

42.95 43.59 43.35 42.85

41.98 41.97

41.96 41.81

41.85 41.79

42.20 44.49 44.47

42.47 42.03

42.05 42.06

42.14 41.98

42.00 42.63 43.38 44.29 43.63

43.34 43.90

43.62 44.07 42.90

42.25 43.80

42.43 43.71

42.79 43.67

44.14 44.02

42.62 44.01

42.55 43.59

43.27 45.54

42.89 42.38

42.77 42.12

42.04 41.94

42.03 42.03

42.47 42.96 8"SS 8"SS
6"SS 12"W 12"W
12"W
12"SD 8"W
8"W 8"W8"W 8"W 8"W8"W
EX.SSJID MH
RIM = 41.09
8" INV.: 36.69(N,S)
48" INV.: 34.29(W)
12"SD 12"SD
6"SS 6"SS 6"SS
6"SS 6"SS 12"SD
IRR. C STRUCTURE
IRR. C STRUCTURE
IRR. C STRUCTURE
IRR. C STRUCTURE
IRR. C STRUCTURE
IRR. C STRUCTURE
12" VENT
30" VENT
IRR. C STRUCTURE
(TO BE ABANDONED)

DIRT ROAD DIRT ROAD DIRT ROAD CORK OAK LANE BLACK PINE WAY

CHERRY OAK LANE
WILSON
APN: 208-080-120 MUNOZ APN: 208-080-090
LIN APN: 208-080-040 CONSOLI APN: 208-080-100
COOPER APN: 208-080-240 DIAMOND OAKS UNIT NO. 2 DIAMOND OAKS UNIT NO. 1

PRIVATE IRRIGATION LINE
(TO BE ABANDONED)
EX. HOUSE
EX. HOUSE
EX. SHED
EX. SHED
EX. SHED
EX. WATER STUB EX. WATER STUB
EX. SSJID DRAIN
(TO BE ABANDONED)

SAN JOAQUIN COUNTY BENCHMARK

COORDINATE W/ SJCO PUBLIC WORKS

ON REMOVAL OR RELOCATION

41.10 43.41

41.56 EXISTING WELL TO BE ABANDONED
EX.SSMH
6" INV.: 35.55(S)
8" INV.: 35.38(N,W)
EX.SS STUB
8" INV.: 35.44
EX.SDMH
12" INV.: 38.43(N)
12" INV.: 35.35(S)
EX.SDCI
12" INV.: 38.59
EX.SSMH
8" INV.: 34.30(THRU)
EX.SSMH
8" INV.: 33.22(THRU)
36"IRR
36"IRR
36"RFA 661.79'
1323.06' S01°54'01"E
1323.06' S01°54'01"E 661.75' S89°38'20"WS89°38'20"W

TO BE REMOVED

TO BE REMOVED
±1203 LF OF 8" SEWER

TO BE REPLACED
WITH 12" SEWER

LOUISE AVENUE

43.7 43.5 43.0 42.9 42.5 42.8 43.3 42.7 42.2 42.4 42.2 42.4

42.5 43.6 43.2 43.0 42.6 42.3

PLAN REVISIONS
DATE
CK. BY:

NO.

SCALE:

DR. BY:

JOB NO.:

DATE:

DESCRIPTIONS
SHEET NO.

OF SHEET

AS SHOWN
1 2
3 4
5 6
7 ENGINEERING
w w w . m c r e n g . c o m
1242 DUPONT COURT
MANTECA , CA 95336
TEL :

FAX :
( 209 ) 239 - 6229
( 209 ) 239 - 8839
APPROVED:

Know what'sbelow. Callbefore you dig.

R
811 / 800-227-2600 TENTATIVE SUBDIVISION MAP FOR: 4-C RANCH 20-117
DE
JANUARY, 2025
SLS/RP/RBP 9683 E LOUISE AVENUE MANTECA, CA
5 2 TOPOGRAPHIC SURVEY NORTH
0 50
25 ATTACHMENT 8
661.79'
1323.06' S01°54'01"E
1323.06' S01°54'01"E 661.75' S89°38'20"W S89°38'20"W
20'R
(TYP)
20'R
(TYP)
20'R
(TYP)
20'R
(TYP)

CORK OAK LANE
STREET 1
STREET 2 BLACK PINE WAY

VASCONCELLOS AVENUE
STREET 3

LOUISE AVENUE
STREET 4 60' ROW 60' ROW 50' ROW 50' ROW
60' ROW
60' ROW
60' ROW
60' ROW
50' ROW
50' ROW
50' ROW
R=250'
R=500'
R=730'
R=400' R=1000'
R=1000'
64' 100' 100' 100' 100' 100' 100' 97'
96'
99'
100'
100'
100'
100' 100'
100' 142'117' 100' 100' 104'
113'
105'
105' 108'
114'
100'
100'
100'
100'
90'
147' 90' 100' 100'
66'
65'
66'
65' 110' 110' 110' 129' 115' 107' 104' 108' 115'119' 129' 100'
100'
100' 133' 121' 110' 110' 110'
66' 66' 67'
67'
72'
65' 65'
67'
67'
66' 75' 70' 70' 75' 145' 145'
66' 66' 66' 66' 66' 66' 66' 67'
99' 70' 52'
48' 95'
119'
34'
66'
66' 65' 65' 66'
68'
69' 77'
79' 70' 53' 70'
81'
74' 79' 92' 77'
100' 100' 79' 91'399' 72' 65' 73' 65' 72'
65'
114'
102'
106'
48'
72' 73' 50'
86' 100'
64' 65' 65' 65' 65' 75' 139' 55' 56'
76'
43'
66'
65'
70'
50'
52'
71' 69' 69' 69' 52'
79' 70' 69' 69' 69' 70' 154'
160' 65' 65' 70' 74'
65' 52' 66'
83' 75' 75' 75' 75' 80' 74'
61' 75' 75' 75' 75' 60' 81'
70' 65' 87' 104' 113' 91'
66' 67'
61' 65' 50' 65' 65'
50' 65' 80' 67' 146'
105' 105' 65' 51'
60' 49' 68'
100' 65' 65' 65' 52'
60'
53 8,819 SF
55 8,127 SF
60 7,187 SF
44 7,287 SF
43 7,287 SF
62 8,973 SF
61 7,904 SF 59
6,842 SF
58 6,859 SF
57 7,239 SF
56 7,687 SF
54 9,149 SF
42 7,287 SF
41 7,400 SF
52 7,000 SF
51 7,000 SF
50 7,265 SF
49 9,510 SF
48 8,413 SF
47 7,662 SF
46 7,288 SF
45 7,288 SF
68 6,829 SF
67 6,634 SF
66 6,850 SF
65 7,789 SF
64 9,628 SF
63 7,792 SF
9 6,914 SF
8 6,478 SF 7
6,862 SF
6 14,537 SF
5 6,868 SF
4 6,494 SF
3 6,500 SF
2 6,500 SF
1 6,908 SF
15 8,056 SF
14 7,500 SF
13 7,500 SF
12 7,500 SF
11 7,516 SF
10 7,914 SF
26 6,580 SF
27 6,500 SF
28 6,565 SF 29
7,115 SF 30
8,353 SF 31
11,230 SF
37 7,362 SF
36 7,656 SF
35 6,833 SF
38 7,695 SF
39 34 8,029 SF
6,832 SF
33 7,095 SF
40 10,288 SF
32 8,780 SF
19 9,893 SF
18 6,233 SF
17 6,500 SF
16 7,042 SF
25 7,043 SF
24 6,900 SF
23 6,900 SF
22 6,900 SF
21 6,714 SF
20 10,919 SF
67' 65'
66'
65'
94' 10'PUE
10'PUE
34' ROW

DEDICATION
34' ROW

DEDICATION

MATCH THE (P) MASONRY WALL WITH THE
(E) MASONRY WALL IN DIAMOND OAKS UNIT 1

LOT A - BASIN/PARK

2.09 AC
(UPLAND 1.03 AC)

CORK OAK LANE BLACK PINE WAY

CHERRY OAK LANE
WILSON
APN: 208-080-120 MUNOZ APN: 208-080-090
LIN APN: 208-080-040 CONSOLI APN: 208-080-100
COOPER APN: 208-080-240 DIAMOND OAKS UNIT NO. 2 DIAMOND OAKS UNIT NO. 1 949 SF
20' SEWER ESMT.

PLAN REVISIONS
DATE
CK. BY:

NO.

SCALE:

DR. BY:

JOB NO.:

DATE:

DESCRIPTIONS
SHEET NO.

OF SHEET

AS SHOWN
1 2
3 4
5 6
7 ENGINEERING
w w w . m c r e n g . c o m
1242 DUPONT COURT
MANTECA , CA 95336
TEL :

FAX :
( 209 ) 239 - 6229
( 209 ) 239 - 8839
APPROVED:

Know what'sbelow. Callbefore you dig.

R
811 / 800-227-2600 TENTATIVE SUBDIVISION MAP FOR: 4-C RANCH 20-117
DE
JANUARY, 2025
SLS/RP/RBP 9683 E LOUISE AVENUE MANTECA, CA
5 3 DIMENSION PLAN NORTH
0 50
25 ATTACHMENT 8
1 2
3 4
5 6
7 18 17 16 15 14 13 12 11 10 9 8
19 20
21 22
23 24
25 26 27 28
29 30
31 32
33 34
35 36 37
38 39
40 41 42 43 44 45 46
47 48
49 50
51 52
53 54
55 56
57 60
59 58
61 62
63 64
65 66 67
68 ON-SITE DETENTION BASIN
SIZE: 0.49 ACRES
PRIMARY BOT ELEV.: 34.58
BASIN HWL: 39.58
REQUIRED VOLUME STORAGE: 1.88 ACRE-FT
PROPOSED BASIN VOLUME: 3.28 ACRE-FT

CORK OAK LANE
STREET 1
STREET 2 BLACK PINE WAY

VASCONCELLOS AVENUE
STREET 3

LOUISE AVENUE
STREET 4

COM DUAL PUMP STATION
48" SD BUBBLER (INLET)

VORTEX SEPARATOR (PRE-TREATMENT)

W/ TRASH RACK & OVERFLOW BYPASS

DISCHARGE TO
SSJID DRAIN 3

INSTALL SSMH & CONNECT
TO (P) 12" SEWER MAIN
12"INV: ± 32.46 (E,W)
12"INV: ± 32.46 (N)
(E) SSMH
(P) 12"INV: ± 32.65 (E) SSMH
(E) 6"INV: 35.55 (S)
(P) 12"INV: ± 32.96(W,E)
SSMH
8"INV: ± 36.22
SSMH
8"INV: ± 36.55 (E)
8"INV: ± 36.94 (N,S)
SSMH
8"INV: ± 32.76 (N,S)
8"INV: ± 32.76 (E)
SSMH
8"INV: ± 35.97
SSMH
8"INV: ± 34.01 (E,W)
8"INV: ± 34.01 (N)
SSMH
8"INV: ± 34.87 (E)
8"INV: ± 34.87 (N,S)
SSMH
6"INV: ± 35.01
SSMH
8"INV: ± 34.04
SSMH
8"INV: ± 37.60

STUB FOR FUTURE

CONNECTION
12"INV: ± 33.27
SSMH
6"INV: ± 36.74

STUB FOR FUTURE

CONNECTION
8"INV: ± 34.52

STUB FOR FUTURE

CONNECTION
8"INV: ± 35.62

STUB FOR FUTURE

CONNECTION
8"INV: ± 37.21

STUB FOR FUTURE

CONNECTION
8"INV: ± 37.96
SSMH
8"INV: ±35.32 (N,S)
6"INV: ±35.48 (E)

SDFM SDFM
12"W
12"W
12"W
12"W
12"W 8"W8"W 8"W 8"W
8"W 8"W 8"W 8"W 8"W 8"W 8"W
8"SS
8"SS 12"SS 12"SS 12"SS
8"SS
8"SS 8"SS 8"SS
8"SS
17 8"SS
19A
19 7A
13 15 16
18 14
10 9
8 7
6 12
11 5
4 2
1 3 8"SS
8"SS
6"SS 6"SS
8"SS 8"SS
12"SS
18"SD 18"SD 12"SD
15"SD
24"SD
18"SD
18"SD
15"SD
15"SD
24"SD
18"SD

LOUISE AVENUE PESTANA AVENUE

CONNECT TO

EXISTING
12"INV: ±30.90

RECONSTRUCT
EXISTING SSMH:
(E) 6"INV: ± 32.24
(P) 12"INV: ± 31.38

NEW SSMH
(P) 12"INV: ± 32.01
(E) SSMH
(P) 12"INV: ± 32.65
(E) SSMH
(E) 6"INV: 35.55 (S)
(P) 12"INV: ± 32.96(W,E) SDFM
SDFM 12"W
12"SS 12"SS 12"SS 12"SS 17
12"SS 22 21 19A19 20 16
12"SS
4 UTILITY PLAN
NORTH
0 50
25 NORTH
0 50
25 PLAN REVISIONS
DATE
CK. BY:

NO.

SCALE:

DR. BY:

JOB NO.:

DATE:

DESCRIPTIONS
SHEET NO.

OF SHEET

AS SHOWN
1 2
3 4
5 6
7 ENGINEERING
w w w . m c r e n g . c o m
1242 DUPONT COURT
MANTECA , CA 95336
TEL :

FAX :
( 209 ) 239 - 6229
( 209 ) 239 - 8839
APPROVED:

Know what'sbelow. Callbefore you dig.

R
811 / 800-227-2600 TENTATIVE SUBDIVISION MAP FOR: 4-C RANCH 20-117
DE
JANUARY, 2025
SLS/RP/RBP 9683 E LOUISE AVENUE MANTECA, CA
5 SEE BELOW FOR CONTINUATION

SEE ABOVE FOR CONTINUATION
ATTACHMENT 8
1 2
3 4
5 6
7 18 17 16 15 14 13 12 11 10 9 8
19 20
21 22
23 24
25 26 27 28
29 30
31 32
33 34
35 36 37
38 39
40 41 42 43 44 45 46
47 48
49 50
51 52
53 54
55 56
57 60
59 58
61 62
63 64
65 66 67
68 SDFM SDFM

40.69 LP

41.44 HP

40.63 LP

40.73 LP

40.58 LP

40.53 LP-V

40.71 LP

41.49 LP

39.89 LP

41.33 HP

41.33 HP

41.32 LP

40.49 LP

42.37 HP

42.34 HP

41.12 LP

40.75 LP

40.65 LP

40.84 LP

40.78 LP-V

41.45 HP-V

42.97 HP-V

42.89 HP-V

42.61 HP

41.13 CR

42.13 CR

41.92 CR

42.62 CR

42.84 CR

43.55 END

41.31 CR

41.62 CR

40.90 CR

41.53 BC

41.96 END

42.5 42.8

43.1 43.4

43.5 43.5

43.2 43.1

42.9 42.7 42.3 42.3 42.1 42.1

42.4 42.4

42.4 42.4 42.2

42.0 42.0

42.2 42.4

42.6 42.6

42.5 42.5

42.3 42.3

42.5 42.6

42.6 42.5 42.4 42.2 42.0 42.2 42.4

42.5 42.2 42.4 42.5 42.5

42.3 42.1

41.9 42.1

43.3 43.3

43.1 42.5

42.7 42.8

42.3 42.3

42.8 42.6

43.0 42.8 42.8 42.6

42.4 42.2

43.2 43.2

43.2 43.2 43.2

43.2 41.36 TC 42.6

41.18 TC 42.4

41.00 TC 42.2

40.81 TC 42.0

40.67 TC 41.9

40.80 TC

42.0 40.98 TC

42.2 41.17 TC

42.4 41.14 TC

42.3 40.92 TC

42.1 40.69 TC

41.9 41.14 TC

42.3 41.49 TC

42.7 41.68 TC

42.9 41.88 TC

43.1 40.91 TC

42.1 42.31 TC 43.5

42.18 TC 43.4

41.90 TC 43.1

41.61 TC 42.8

41.33 TC 42.5 41.17 TC

42.4 40.97 TC

42.2 40.77 TC

42.0 40.80 TC

42.0 40.99 TC

42.2 41.18 TC

42.4 41.37 TC

42.6 41.32 TC

42.5 41.13 TC

42.3 40.87 TC 42.1

41.07 TC 42.3

41.27 TC 42.5 40.76 TC

42.0 40.95 TC

42.2 41.15 TC

42.4 41.33 TC

42.5 41.13 TC

42.3 40.93 TC

42.1 40.72 TC

41.9 40.64 TC

41.8 40.86 TC

42.1 41.96 TC 43.2

41.97 TC 43.2 40.93 TC

42.1 42.00 TC 43.2

41.87 TC 43.1

41.61 TC 42.8

42.13 TC 43.3

41.36 TC 42.6

41.08 TC

42.3 41.05 TC 42.2

41.26 TC 42.5

41.48 TC 42.7 41.58 TC

42.8 41.76 TC

43.0 41.56 TC

42.8 41.37 TC

42.6 41.17 TC

42.4 40.97 TC

42.2 41.34 TC

42.5 41.34
LP

41.18 HP

41.11 LP

41.96 END

42.02 TC

43.2 43.38

43.00 41.04

40.09 40.03

39.99 39.62 39.77

40.00 39.69 39.57 39.89

40.02 40.08

42.48 42.44

40.80 40.57 40.28 40.18 40.4940.89 40.9743.19

41.13 41.17

43.1641.0240.9040.81 40.45 40.56

41.16 41.53

41.77 41.62

40.98 40.52 40.68

41.77 41.87

41.74 41.42

41.24 40.93

40.74 40.71

41.81 41.21

41.46 42.23

42.10 42.53

42.50 40.78

41.54 40.79

41.69 41.29

42.07 41.48

42.16 41.93

41.95 41.35

41.74 41.20

41.88 41.46

42.33 41.07

41.05 41.04

41.27 41.86

42.21 42.35

42.21 42.76

42.31 41.84

41.33 41.09

41.11 41.04

41.26 42.24

42.13 42.51

41.51 41.24

41.42 41.46

42.74 43.06

41.87 41.58

43.66 44.52

44.33 41.63

44.96 46.12

46.12 46.09

46.02 43.32

43.53 41.11

41.32 41.24

41.26 41.18

41.61 42.62

42.55 42.76 42.72

42.36 42.52

42.74 42.62

42.15 42.80

42.63 42.45

41.69 41.29

41.40 41.36

41.28 41.24

41.64 43.84

45.52 45.36

43.58 41.91

41.27 41.40

41.51 41.42

41.48 41.77

42.69 43.16

42.65 44.44

43.57 42.88

41.87 42.78

43.28 41.47

41.64 41.66

41.46 41.40

42.04 44.90

45.06 42.35

41.71 41.65

41.72 41.68

41.69 41.84

42.78 43.55 43.65 42.53 42.92 43.28 43.14 42.85

41.97 41.82

41.88 41.80

41.81 41.60

42.21 44.54 44.82

42.52 41.84

41.79 41.81

41.84 41.79

41.90 42.89 43.31 43.73 43.45

42.95 43.59 43.35 42.85

41.98 41.97

41.96 41.81

41.85 41.79

42.20 44.49 44.47

42.47 42.03

42.05 42.06

42.14 41.98

42.00 42.63 43.38 44.29 43.63

43.34 43.90

43.62 44.07 42.90

42.25 43.80

42.43 43.71

42.79 43.67

44.14 44.02

42.62 44.01

42.55 43.59

43.27 45.54

42.89 42.38

42.77 42.12

42.04 41.94

42.03 42.03

42.47 42.96

CORK OAK LANE BLACK PINE WAY
APN: 208
LIN APN: 208-080-040 CONSOLI APN: 208-080-100

R HOME TRACT

EXISTING SURFACE
6:1 6:1
BOTTOM = 34.58'
TOP = 40.58'
TC = 42.53'
BOTTOM = 34.58'
TOP = 40.58'
24" PERFORATED PIPE 18" SD PIPE
MS4 = 36.58'
HWL = 39.58'

PLAN REVISIONS
DATE
CK. BY:

NO.

SCALE:

DR. BY:

JOB NO.:

DATE:

DESCRIPTIONS
SHEET NO.

OF SHEET

AS SHOWN
1 2
3 4
5 6
7 ENGINEERING
w w w . m c r e n g . c o m
1242 DUPONT COURT
MANTECA , CA 95336
TEL :

FAX :
( 209 ) 239 - 6229
( 209 ) 239 - 8839
APPROVED:

Know what'sbelow. Callbefore you dig.

R
811 / 800-227-2600 TENTATIVE SUBDIVISION MAP FOR: 4-C RANCH 20-117
DE
JANUARY, 2025
SLS/RP/RBP 9683 E LOUISE AVENUE MANTECA, CA
5 5 GRADING & DRAINAGE PLAN
NORTH
0 50
25 ATTACHMENT 8

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