san antonio road

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94.60' PIPE FL 12 114.9' 114.7' 109.7' 105.7' 103.8' 102.9' 102.4' 103.4' 103.1' 103.7' 103.46' PIPE TOP .4 104.2' 98.1' 95.4' 95.1' 89.8' 90.9' 88.5' 84.7' 82.9' 89.9' 91.1' 83.4' 86.7' 86.4' 83.4' 86.1' 91.1' 91.4' 83.8' 88.7' 88.8' 90.5' 86.4' 91.0' 91.1' 91.7' 92.1' 91.6' 94.0' 95.7' 97.1' 98.9' 100.7' 101.7' 102.5' 103.3' 104.6' 103.2' 102.0' 100.8' 99.0' 97.6' 94.3' 92.8' 90.6' 88.8' 88.8' 89.4' 89.0' 87.8' 86.1' 84.4' 88.9' 92.6' 92.7' 95.8' 101.0' 101.5' 83.35' SMH 79.7' 81.6' 79.1' 78.3' 78.0' 82.6' 96.3' 102.7' 102.5' 100.4' 103.2' 102.4' 101.0' 99.4' 97.6' 94.7' 91.4' 88.9' 86.7' 86.0' 85.6' 86.2' 86.1' 84.6' 82.4' 80.0' 79.1' 77.7' 100.6' 100.6' 101.0' 102.1' 102.5' 95.5' 85.0' 78.0' 77.0' 76.6' 76.8' 78.5' 79.7' 80.3' 80.6' 80.8' 85.8' 87.4' 88.1' 86.8' 91.1' 94.5' 95.7' 96.3' 91.5' 88.8' 88.5' 92.4' 96.6' 96.8' 92.4' 90.3' 81.5' 77.6' 77.9' 77.5' 76.8' 76.4' 75.6' 76.3' 83.3' 94.0' 98.9' 102.1' 100.4' 99.8' 99.3' 99.1' 98.2' 99.5' 99.0' 99.1' PP 101.7' 100.3' 90.2' 78.5' 74.9' 74.9' 75.4' 75.4' 75.9' 81.2' 88.5' 92.0' 100.9' 99.7' 96.8' 95.6' 92.8' 94.3' UTP 91.0' 89.5' 90.8' 92.1' 92.5' 93.1' 93.3' 93.2' PP SIGN 100.6' 101.0' 100.2' 98.3' 95.4' 91.5' 89.8' 84.8' 83.9' 83.8' 83.4' 83.2' 83.2' 82.2' 80.6' 78.6' 77.4' 87.3' 95.7' 98.8' 100.2' 100.8' 97.9' 98.0' 98.3' 98.1' SIGN 97.5' 98.2' 98.7' 99.4' 97.0' 96.9' 96.2' 96.4' GUY GUY PP SIGN 97.3' 98.4' 95.3' 94.5' 98.1' 98.9' 97.1' 98.5' 93.4' 91.7' 91.1' 94.1' 93.5' 90.9' 88.9' 93.2' SIGN W 92.28' WM 88.53' SMH 87.8' 86.4' 85.2' 87.7' 88.0' 89.8' 93.3' 93.3' 93.1' 92.5' 76.2' 75.5' 75.6' 77.94' SMH 84.2' 78.5' 76.9' 72.92' SMH BLOW OFF SIGN 73.23' SMH 72.3' SIGN 73.2' 72.8' 72.9' 73.1' 73.4' 78.6' PP 82.7' 92.0' 87.5' 84.1' 82.6' 85.3' 87.3' 93.3' 96.3' 92.5' 87.2' SIGN PP 89.9' 99.0' 102.2' 103.0' 99.5' 94.2' MBD MBD 93.99' PIPE 89.3' 87.6' 87.5' 86.9' 85.9' 85.1' 85.5' 87.7' 89.0' 90.1' 91.0' 92.9' 94.3' 94.8' 95.0' 102.4' 103.1' 102.4' 97.0' 95.6' 92.2' 81.9' 76.1' 74.1' 74.1' 74.0' 74.2' 74.5' 118.0' 118.6' HEDGE 97.37' SMH 99.34' SMH SIGN FH ELECT BOX GTE MH SCE VLT RECT6/2 VENTS N&S CTR 94.1' 93.4' 93.1' GTE B TV GUY 93.1' 93.1' 93.0' 92.9' 92.9' 92.8' 92.8' 92.7' 92.7' FH 92.7' 92.6' 92.6' SIGN SIGN COMMUN METER GTE MH SIGN 80.1' 79.3' 79.4' 79.6' 79.2' 79.0' 79.1' 78.5' 79.1' 72.5' 71.8' 71.0' 71.5' 71.9' 72.0' 69.56' SMH 79.6' 80.2' 80.9' 81.9' 83.1' 84.6' 85.49' TD 84.2' 78.63' TD 78.39' TD 75.81' TD 75.85' TD GUY PP 90.0' PP 96.31' SMH 96.57' SDMH 78.38' SMH 76.37' SMH 75.2' PP/SMH N 16FT 80.1' 77.1' 73.5' 72.4' 71.7' 70.4' 72.0' 71.9' 72.0' 70.8' 71.5' 72.8' 72.4' 72.5' 71.9' 72.6' 72.8' 72.8' 72.5' 72.8' 73.0' 73.3' 74.0' 73.6' 74.0' 74.0' 74.3' 75.1' 74.9' 75.0' 75.5' 74.7' 74.3' NOTES: (1) HORIZONTAL BASIS OF COORDINATES IS NAD 83 (1991) PER COR STA "COPR" PER RECORD OF SURVEY BOOK 171, PAGES 24-25. (2) VERTICAL DATUM IS NAVD 88 PER STA 0001 PER RECORD OF SURVEY BOOK 147, PAGES 70-74. ELEVATION = 352.96 FEET (3) = NO MONUMENT FOUND OR SET UNLESS OTHERWISE NOTED (4) = FOUND MONUMENT AS NOTED (5) (R) = PARCEL MAP No. 10,777 BOOK 3, PAGE 88 ROTATED TO NAD 83 (6) EASEMENTS SHOWN ARE PER TITLE REPORT 4201-4526204 DATED 11/08/2013. 14" PALM 14" PALM TV TRANSFORMER 36" OAK 10" OAK 30" OAK 48" OAK 24" OAK 12" OAK 16" OAK 48" OAK 36" OAK 30" OAK 36" OLIVE 14" OAK 36" OAK 36" OAK 48" OAK 18" TREE 24" TREE 48" PEPPER 48" PEPPER 24" OAK 92.38' WV 92.26' WV 72.11' WV 99.07' WV 119.62' WV 119.53' WV 92.66' WV 92.56' WV 92.56' WV 78.84' WV 79.00' WV 78.99' WV 88.47' WV 88.35' WV 91.89' WV 108.03' DI .4 107.01' DI .4 96.60' DI 96.80' DI SMH WBO S88°51'02"E 653.15' (R) S01°17'08"W 537.54' (R) N88°51'02"W 653.15' (R) N01°21'53"E 564.39' (R) S01°27'28"W 19.60' (R) S01°27'28"W 230.00' (R) N87°50'02"W 192.00' (R) S58°47'28"W 68.03' (R) L = 1 3 2 . 0 4 ' R = 4 8 . 0 0 ' D = 1 5 7 ° 3 7 ' 0 1 " L = 2 6 . 6 4 ' R = 3 0 . 0 0 ' D = 0 5 0 ° 5 2 ' 5 2 " S12°59'24"W 73.46' (R) L = 1 8 . 5 3 ' R = 1 5 . 0 0 ' D = 0 7 0 ° 4 7 ' 0 6 " L = 2 6 7 . 4 3 ' R = 9 5 8 . 0 0 ' D = 0 1 5 ° 5 9 ' 4 0 " S85°30'12"E 280.98' (R) S85°30'12"E 280.98' (R) N86°43'38"E 374.75' (R) S86°43'38"W 31.18' (R) N78°57'17"W 129.15' (R) S86°01'13"W 351.78' (R) S65°54'43"W 38.10' (R) N88°01'37"W 100.12' (R) N01°27'28"E 327.28' (R) S89°06'48"W 10.74' (R) A 1.0 FOOT EASEMENT FOR PUBLIC UTILITY, TREE TRIMMING, INCIDENTAL PURPOSES IN FAVOR OF SCE PER INSTRUMENT No. 3775 BK 768, PG 397 DATED 03/16/1948. APPROXIMATE LOCATION SHOWN (NOT PLOTTABLE FROM RECORD) A 1.0 FOOT EASEMENT FOR PUBLIC UTILITY, TREE TRIMMING, INCIDENTAL PURPOSES IN FAVOR OF SCE PER INSTRUMENT No. 3777 BK 774, PG 184 DATED 03/16/1948. APPROXIMATE LOCATION SHOWN (NOT PLOTTABLE FROM RECORD) S01°27'28"W 8.94' (R) AN EASEMENT FOR WATER PIPELINES AND INCIDENTAL PURPOSES IN FAVOR OF THE UNITED STATES OF AMERICA PER INSTRUMENT No. 15792 BK 1182, PG 483 DATED 10/01/1953. AN EASEMENT FOR WATER PIPELINES AND INCIDENTAL PURPOSES IN FAVOR OF THE UNITED STATES OF AMERICA PER INSTRUMENT No. 355 BK 12036, PG 360 DATED 01/08/1954. AN EASEMENT FOR WATER PIPELINES AND INCIDENTAL PURPOSES IN FAVOR OF THE UNITED STATES OF AMERICA PER INSTRUMENT No. 355 BK 12036, PG 360 DATED 01/08/1954. A 10 FOOT WIDE EASEMENT FOR SEWER PIPELINES AND INCIDENTAL PURPOSES IN FAVOR OF THE GOLETA SANITARY DISTRICT PER INSTRUMENT No. 3564 BK 1711, PG 309 DATED 02/02/1960. A 10 FOOT WIDE EASEMENT FOR SEWER PIPELINES AND INCIDENTAL PURPOSES IN FAVOR OF THE GOLETA SANITARY DISTRICT PER INSTRUMENT No. 3564 BK 1711, PG 309 DATED 02/02/1960. A 10 FOOT WIDE EASEMENT FOR SEWER PIPELINES AND INCIDENTAL PURPOSES IN FAVOR OF THE GOLETA SANITARY DISTRICT PER INSTRUMENT No. 53746 BK 2026, PG 1311 DATED 12/19/1963. AN EASEMENT FOR HIGHWAY SLOPES AND INCIDENTAL PURPOSES IN FAVOR OF THE COUNTY OF SANTA BARBARA PER INSTRUMENT No. 93-016826 DATED 03/04/1993. AN EASEMENT FOR HIGHWAY SLOPES AND INCIDENTAL PURPOSES IN FAVOR OF THE COUNTY OF SANTA BARBARA PER INSTRUMENT No. 93-016826 DATED 03/04/1993. AN EASEMENT FOR POLES, WIRES, CROSSARMS AND INCIDENTAL PURPOSES IN FAVOR OF SOUTHERN CALIFORNIA EDISON PER INSTRUMENT No. 364, BK 2257, PG 1045 DATED 01/06/1969. AN EASEMENT FOR POLES, WIRES, CROSSARMS AND INCIDENTAL PURPOSES IN FAVOR OF SOUTHERN CALIFORNIA EDISON PER INSTRUMENT No. 364, BK 2257, PG 1045 DATED 01/06/1969. AN EASEMENT FOR POLES, WIRES, CABLES AND ANCHORS AND INCIDENTAL PURPOSES IN FAVOR OF GENERAL TELEPHONE COMPANY PER INSTRUMENT No. 43607, BK 2016, PG 1141 DATED 10/14/1963 AND INSTRUMENT No. 51615, BK 2024, PG 1137 DATED 12/06/1963. 149 N. SAN ANTONIO ROAD APN: 059-140-004 PER RECORD OF SURVEY BOOK 84, PAGE 54 DRIP LINE (TYP.) DRIP LINE (TYP.) DRIP LINE (TYP.) DRIP LINE (TYP.) APN: 059-140-006 PER RECORD OF SURVEY BOOK 84, PAGE 86 4678 CALLE REAL APN: 059-140-005 PER RECORD OF SURVEY BOOK 84, PAGE 86 APN: 067-230-026 PER PARCEL MAP BOOK 3, PAGE 87 APN: 067-230-031 DEXTER DRIVE CALLE REAL CALLE REAL CALLE REAL SAN ANTONIO ROAD APN: 059-450-004 100 96 96 97 98 99 101 102 100 100 100 100 100 100 100 100 96 96 96 96 96 96 96 96 96 96 96 97 97 97 97 97 97 97 97 97 98 98 98 98 98 98 98 98 98 99 99 99 99 99 99 99 99 99 101 101 101 101 101 101 101 102 102 102 102 102 80 85 90 95 79 81 82 83 84 86 87 88 89 91 92 93 94 79 80 80 80 80 80 80 80 80 80 80 80 80 80 80 80 80 80 80 85 85 85 85 85 85 85 90 90 90 90 90 90 95 95 95 95 95 95 95 79 79 79 79 79 79 79 79 79 79 79 79 79 79 79 79 79 81 81 81 81 81 81 81 81 81 81 81 81 81 81 81 81 82 82 82 82 82 82 82 82 82 82 82 82 82 82 82 82 82 82 82 83 83 83 83 83 83 83 83 83 83 83 83 83 83 83 83 83 83 84 84 84 84 84 84 84 84 84 84 84 85 84 84 84 84 84 84 84 84 84 84 84 86 86 86 86 86 86 86 86 87 87 87 87 87 87 87 87 88 88 88 88 88 88 89 89 89 89 89 89 89 91 91 91 91 91 91 92 92 92 92 92 92 92 93 93 93 93 93 93 93 93 94 94 94 94 94 94 94 94 78 79 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 79 90 95 100 86 87 88 89 91 92 93 94 96 97 98 99 101 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 95 95 95 95 95 95 95 95 95 95 100 100 100 100 100 100 100 86 86 86 86 86 86 86 86 86 86 86 86 86 86 87 87 87 87 87 87 87 87 87 87 87 87 87 87 88 88 88 88 88 88 88 89 88 88 88 88 88 88 88 88 88 89 89 89 89 89 89 89 89 89 89 89 89 89 89 89 89 89 89 89 91 91 91 91 91 91 91 91 91 91 91 91 91 91 91 91 91 91 91 92 92 92 92 92 92 92 92 92 92 92 92 92 92 92 92 92 92 92 92 93 93 93 93 93 93 93 93 93 93 93 93 93 93 93 93 93 93 93 93 93 93 93 94 94 94 94 94 94 94 94 94 94 94 94 94 94 94 94 94 94 94 94 94 94 96 96 96 96 96 96 96 96 96 97 97 97 97 97 97 97 98 98 98 98 98 98 99 99 99 99 99 99 99 101 101 101 101 101 95 100 105 96 97 98 99 101 102 103 104 95 95 95 95 93 95 95 95 95 95 95 100 100 100 100 100 100 100 105 105 105 96 96 96 96 96 94 96 96 96 96 97 97 97 97 97 97 97 97 97 98 98 98 98 98 98 98 99 99 99 99 99 99 101 101 101 101 101 101 101 102 102 102 102 102 102 103 103 103 103 103 103 104 104 104 LEGEND AC ASPHALT CONCRETE BW BACK OF SIDEWALK CLF CHAIN LINK FENCE CONC CONCRETE DI DROP INLET DL DRIP LINE DWY DRIVEWAY DYS DOUBLE YELLOW STRIPE ELECT ELECTRICAL UTILITY EP EDGE OF PAVEMENT FB FACE OF BERM FH FIRE HYDRANT FL FLOW LINE GUY GUY ANCHOR GB GRADE BREAK GND GROUND GRD GRADE LT LIGHT STANDARD MBD METAL BOLLARD MH MANHOLE PP POWER POLE SDMH STORM DRAIN MANHOLE SWL SWALE SWS SINGLE WHITE STRIPE TB TOP OF BANK TC TOP OF CURB TCN TOP OF CONCRETE TD TOP OF DIKE TW TOP OF WALL UTP UTILITY POLE WM WATER METER WV WATER VALVE ADDITIONAL TOPO SHOTS REQUIRED AFTER REMOVAL OF HEAVY VEGETATION IN THIS AREA 20.00 10.00 10.00 10.00 20.00 20.00 20.00 20.00 20.00 20.00 20.00 10.00 20.00 10.00 SETBACK SETBACK SETBACK SETBACK SETBACK SETBACK SETBACK SETBACK SETBACK SETBACK SETBACK SLOPE: 0%-10% SLOPE: 10%-20% 20% AND UP Rev Checked By:JC Sheet: 01/24/2018 Scale: As Shown Date: Job No. WC 17-086 Drawn By:CB 1 of 1 Description By Date TOPOGRAPHIC MAP OF MTD-CALLE REAL WITH SLOPE ANALYSIS APNs: 059-140-(004-006), 067-230-026 COUNTY OF SANTA BARBARA, CA 5553 HOLLISTER AVENUE, STE. 7, GOLETA, CA 93117 [email protected] / [email protected] Phone: (805) 967-4416 LAND SURVEYING, LLP WATERS CARDENAS

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Page 1: SAN ANTONIO ROAD

94.60'

PIPE FL 12

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9

3

.

1

'

9

2

.

5

'

7

6

.

2

'

7

5

.

5

'

7

5

.

6

'

77.94'

SMH

8

4

.

2

'

7

8

.

5

'

7

6

.

9

'

72.92'

SMH BLOW OFF

SIGN

73.23'

SMH

7

2

.

3

'

SIGN

7

3

.

2

'

7

2

.

8

'

7

2

.

9

'

7

3

.

1

'

7

3

.

4

'

7

8

.

6

'

PP

8

2

.

7

'

9

2

.

0

'

8

7

.

5

'

8

4

.

1

'

8

2

.

6

'

8

5

.

3

'

8

7

.

3

'

9

3

.

3

'

9

6

.

3

'

92.5'

8

7

.

2

'

SIGN

PP

8

9

.

9

'

9

9

.

0

'

1

0

2

.

2

'

1

0

3

.

0

'

9

9

.

5

'

9

4

.

2

'

MBD

MBD

93.99'

PIPE

8

9

.

3

'

8

7

.

6

'

8

7

.

5

'

8

6

.

9

'

8

5

.

9

'

8

5

.

1

'

8

5

.

5

'

8

7

.

7

'

8

9

.

0

'

9

0

.

1

'

9

1

.

0

'

9

2

.

9

'

9

4

.

3

'

9

4

.

8

'

9

5

.

0

'

1

0

2

.

4

'

1

0

3

.

1

'

1

0

2

.

4

'

9

7

.

0

'

9

5

.

6

'

9

2

.

2

'

8

1

.

9

'

7

6

.

1

'

7

4

.

1

'

7

4

.

1

'

7

4

.

0

'

7

4

.

2

'

7

4

.

5

'

1

1

8

.

0

'

1

1

8

.

6

'

HEDGE

97.37'

SMH

99.34'

SMH

SIGN

FH

ELECT BOX

GTE MH

SCE VLT RECT6/2 VENTS N&S CTR

9

4

.

1

'

9

3

.

4

'

9

3

.

1

'

GTE B

TV

GUY

9

3

.

1

'

9

3

.

1

'

9

3

.

0

'

9

2

.

9

'

9

2

.

9

'

9

2

.

8

'

9

2

.

8

'

9

2

.

7

'

9

2

.

7

'

FH

9

2

.

7

'

9

2

.

6

'

9

2

.

6

'

SIGN

SIGN

COMMUN METER

GTE MH

SIGN

8

0

.

1

'

7

9

.

3

'

79.4'

7

9

.

6

'

7

9

.

2

'

7

9

.

0

'

7

9

.

1

'

7

8

.

5

'

7

9

.

1

'

72.5'

7

1

.

8

'

7

1

.

0

'

7

1

.

5

'

7

1

.

9

'

7

2

.

0

'

69.56'

SMH

7

9

.

6

'

8

0

.

2

'

8

0

.

9

'

8

1

.

9

'

8

3

.

1

'

8

4

.

6

'

85.49'

TD

8

4

.

2

'

78.63'

TD

78.39'

TD

75.81'

TD

75.85'

TD

GUY

PP

9

0

.

0

'

PP

96.31'

SMH

96.57'

SDMH

78.38'

SMH

76.37'

SMH

7

5

.

2

'

PP/SMH N 16FT

8

0

.

1

'

7

7

.

1

'

7

3

.

5

'

7

2

.

4

'

7

1

.

7

'

7

0

.

4

'

7

2

.

0

'

7

1

.

9

'

7

2

.

0

'

7

0

.

8

'

7

1

.

5

'

7

2

.

8

'

7

2

.

4

'

7

2

.

5

'

7

1

.

9

'

7

2

.

6

'

7

2

.

8

'

7

2

.

8

'

7

2

.

5

'

7

2

.

8

'

7

3

.

0

'

7

3

.

3

'

7

4

.

0

'

7

3

.

6

'

7

4

.

0

'

7

4

.

0

'

7

4

.

3

'

7

5

.

1

'

7

4

.

9

'

7

5

.

0

'

7

5

.

5

'

7

4

.

7

'

7

4

.

3

'

NOTES:

(1) HORIZONTAL BASIS OF COORDINATES IS NAD 83 (1991) PER COR STA "COPR" PER RECORD OFSURVEY BOOK 171, PAGES 24-25.

(2) VERTICAL DATUM IS NAVD 88 PER STA 0001 PER RECORD OF SURVEY BOOK 147, PAGES 70-74.ELEVATION = 352.96 FEET

(3) = NO MONUMENT FOUND OR SET UNLESS OTHERWISE NOTED

(4) = FOUND MONUMENT AS NOTED

(5) (R) = PARCEL MAP No. 10,777 BOOK 3, PAGE 88 ROTATED TO NAD 83

(6) EASEMENTS SHOWN ARE PER TITLE REPORT 4201-4526204 DATED 11/08/2013.

14" PALM

14" PALM

TV

TRANSFORMER

36" OAK

10" OAK

30" OAK

48" OAK

24" OAK

12" OAK

16" OAK

48" OAK

36" OAK

30" OAK

36" OLIVE

14" OAK

36" OAK

36" OAK

48" OAK

18" TREE

24" TREE

48" PEPPER

48" PEPPER

24" OAK

92.38'

WV

92.26'

WV

72.11'

WV

99.07'

WV

119.62'

WV

119.53'

WV

92.66'

WV

92.56'

WV

92.56'

WV

78.84'

WV

79.00'

WV

78.99'

WV

88.47'

WV

88.35'

WV

91.89'

WV

1

0

8

.

0

3

'

D

I

.

4

1

0

7

.

0

1

'

D

I

.

4

9

6

.

6

0

'

D

I

9

6

.

8

0

'

D

I

SMH

WBO

S88°51'02"E 653.15' (R)

S01°17'08"W

537.54' (R

)

N88°51'02"W 653.15' (R)

N01°21'53"E

564.39' (R

)

S01°27'28"W 19.60' (R)

S01°27'28"W

230.00' (R

)

N87°50'02"W 192.00' (R)

S

5

8

°

4

7

'

2

8

"

W

6

8

.

0

3

'

(

R

)

L=

13

2.0

4

'

R

=

4

8

.

0

0

'

D=

15

7

°

3

7

'

0

1

"

L

=

2

6

.

6

4

'

R

=

3

0

.

0

0

'

D

=

0

5

0

°

5

2

'

5

2

"

S

1

2

°

5

9

'2

4

"W

7

3

.4

6

' (R

)

L

=

18

.5

3

'

R

=

1

5

.

0

0

'

D

=

07

0

°

4

7

'

0

6

"

L

=

2

6

7

.

4

3

'

R

=

9

5

8

.

0

0

'

D

=

0

1

5

°

5

9

'

4

0

"

S85°3

0'1

2"E

280.9

8' (R

)

S85°3

0'1

2"E

280.9

8' (R

)

N86°4

3'38"E

374.7

5' (R

)

S86°4

3'38"W

31.18' (

R)

N

7

8

°5

7

'1

7

"W

1

2

9

.1

5

' (R

)

S86°0

1'1

3"W

351.7

8' (

R)

S

6

5

°

5

4

'4

3

"

W

3

8

.

1

0

'

(

R

)

N88°01'37"W 100.12' (R)

N01°27'28"E

327.28' (R

)

S89°06'48"W 10.74' (R)

A 1.0 FOOT EASEMENT FOR PUBLIC UTILITY,

TREE TRIMMING, INCIDENTAL PURPOSES

IN FAVOR OF SCE PER INSTRUMENT No. 3775

BK 768, PG 397 DATED 03/16/1948.

APPROXIMATE LOCATION SHOWN

(NOT PLOTTABLE FROM RECORD)

A 1.0 FOOT EASEMENT FOR PUBLIC UTILITY,

TREE TRIMMING, INCIDENTAL PURPOSES

IN FAVOR OF SCE PER INSTRUMENT No. 3777

BK 774, PG 184 DATED 03/16/1948.

APPROXIMATE LOCATION SHOWN

(NOT PLOTTABLE FROM RECORD)

S01°27'28"W 8.94' (R)

AN EASEMENT FOR WATER PIPELINES AND

INCIDENTAL PURPOSES IN FAVOR OF THE

UNITED STATES OF AMERICA PER INSTRUMENT

No. 15792 BK 1182, PG 483 DATED 10/01/1953.

AN EASEMENT FOR WATER PIPELINES AND

INCIDENTAL PURPOSES IN FAVOR OF THE

UNITED STATES OF AMERICA PER INSTRUMENT

No. 355 BK 12036, PG 360 DATED 01/08/1954.

AN EASEMENT FOR WATER PIPELINES AND

INCIDENTAL PURPOSES IN FAVOR OF THE

UNITED STATES OF AMERICA PER INSTRUMENT

No. 355 BK 12036, PG 360 DATED 01/08/1954.

A 10 FOOT WIDE EASEMENT FOR SEWER

PIPELINES AND INCIDENTAL PURPOSES IN

FAVOR OF THE GOLETA SANITARY DISTRICT

PER INSTRUMENT No. 3564 BK 1711, PG 309

DATED 02/02/1960.

A 10 FOOT WIDE EASEMENT FOR SEWER

PIPELINES AND INCIDENTAL PURPOSES IN

FAVOR OF THE GOLETA SANITARY DISTRICT

PER INSTRUMENT No. 3564 BK 1711, PG 309

DATED 02/02/1960.

A 10 FOOT WIDE EASEMENT FOR SEWER

PIPELINES AND INCIDENTAL PURPOSES IN

FAVOR OF THE GOLETA SANITARY DISTRICT

PER INSTRUMENT No. 53746 BK 2026, PG 1311

DATED 12/19/1963.

AN EASEMENT FOR HIGHWAY SLOPES AND

INCIDENTAL PURPOSES IN FAVOR OF THE

COUNTY OF SANTA BARBARA PER

INSTRUMENT No. 93-016826 DATED 03/04/1993.

AN EASEMENT FOR HIGHWAY SLOPES AND

INCIDENTAL PURPOSES IN FAVOR OF THE

COUNTY OF SANTA BARBARA PER

INSTRUMENT No. 93-016826 DATED 03/04/1993.

AN EASEMENT FOR POLES, WIRES,

CROSSARMS AND INCIDENTAL PURPOSES IN

FAVOR OF SOUTHERN CALIFORNIA EDISON

PER INSTRUMENT No. 364, BK 2257, PG 1045

DATED 01/06/1969.

AN EASEMENT FOR POLES, WIRES,

CROSSARMS AND INCIDENTAL PURPOSES IN

FAVOR OF SOUTHERN CALIFORNIA EDISON

PER INSTRUMENT No. 364, BK 2257, PG 1045

DATED 01/06/1969.

AN EASEMENT FOR POLES, WIRES, CABLES

AND ANCHORS AND INCIDENTAL PURPOSES IN

FAVOR OF GENERAL TELEPHONE COMPANY

PER INSTRUMENT No. 43607, BK 2016, PG 1141

DATED 10/14/1963 AND

INSTRUMENT No. 51615, BK 2024, PG 1137

DATED 12/06/1963.

149 N. SAN ANTONIO ROAD

APN: 059-140-004

PER RECORD OF SURVEY BOOK 84, PAGE 54

DRIP LINE (TYP.)

DRIP LINE (TYP.)

DRIP LINE (TYP.)

DRIP LINE (TYP.)

APN: 059-140-006

PER RECORD OF SURVEY

BOOK 84, PAGE 86

4678 CALLE REAL

APN: 059-140-005

PER RECORD OF SURVEY

BOOK 84, PAGE 86

APN: 067-230-026

PER PARCEL MAP

BOOK 3, PAGE 87

APN: 067-230-031

D

E

X

T

E

R

D

R

IV

E

C

A

L

L

E

R

E

A

L

CALLE REAL

CA

LL

E R

EA

L

SA

N A

NT

ON

IO

R

OA

D

APN: 059-450-004

1

0

0

9

6

9

6

97

98

99

1

0

1

1

0

2

1

0

0

1

0

0

100

1

0

0

100

100

1

0

0

1

0

0

9

6

9

6

9

6

9

6

96

9

6

9

6

9

6

9

6

9

6

9

6

9

7

97

97

9

7

9

7

9

7

97

9

7

9

7

9

8

9

8

98

98

9

8

9

8

98

9

8

9

8

9

9

99

9

9

9

9

9

9

99

9

9

99

9

9

1

0

1

1

0

1

101

10

1

101

1

0

1

1

0

1

1

0

2

102

1

0

2

1

0

2

1

0

2

8

0

8

5

9

0

9

5

7

9

8

1

8

2

8

3

8

4

8

68

78

8

8

9

9

1

9

2

9

39

4

7

9

8

0

8

0

80

80

80

8

0

8

0

8

0

8

0

8

0

8

0

80

8

0

8

0

8

0

80

80

80

8

5

8

5

8

5

8

5

8

5

8

5

85

9

0

9

0

9

0

9

0

9

0

9

0

9

5

9

5

9

5

9

5

9

5

95

95

7

9

7

9

79

7

9

79

79

79

79

7

9

7

9

7

9

7

9

79

7

9

7

9

7

9

7

9

8

1

81

81

8

1

8

1

8

1

8

1

8

1

8

1

81

81

8

1

8

1

81

8

1

81

8

2

8

2

82

8282

8

2

82

8

2

82

8

2

8

2

8

2

8

2

82

8

2

82

8

2

8

2

8

2

8

3

8

3

83

8

3

8

3

83

8

3

83

83

8

3

8

3

8

3

8

3

83

8

3

8

3

8

3

83

8

4

8

4

8

4

84

8

4

8

4

8

4

8

4

8

4

8

4

8

4

85

84

8

4

8

4

84

84

84

8

4

84

8

4

8

4

8

4

8

6

8

6

8

6

86

8

6

8

6

8

6

86

8

7

8

7

8

7

87

8

7

8

7

8

7

87

8

8

8

8

8

8

8

8

88

8

8

8

9

8

9

8

9

8

9

8

9

8

9

89

9

1

9

1

9

1

9

1

9

1

9

1

9

2

9

2

9

2

9

2

9

2

9

2

9

2

9

3

9

3

9

3

9

3

9

3

9

3

9

3

9

3

9

4

9

4

9

4

9

4

9

4

9

4

94

9

4

7

8

7

9

78

78

7

8

7

8

7

8

7

8

7

8

7

8

78

78

78

7

8

7

8

7

8

78

7

8

78

7

8

7

8

7

9

90

95

1

0

0

86

8

7

88

89

91

92

93

94

96

97

98

9

9

101

9

0

90

9

0

9

0

9

0

9

0

9

0

90

90

9

0

90

9

0

9

0

9

0

9

0

9

0

9

5

9

5

9

5

9

5

9

5

9

5

9595

9

5

9

5

100

1

0

0

1

0

0

100

1

0

0

1

0

0

1

0

0

86

8

6

8

6

86

8

6

8

6

8

6

8

6

86

8

6

86

8

6

8

6

8

6

8

7

87

87

87

8

7

87

87

8

7

8

7

87

8

7

8

7

8

7

8

7

8

8

8

8

88

8

8

8

8

88

8

8

8

9

88

8

8

8

8

8

8

88

8

8

8

8

8

8

8

8

8

9

89

89

8

9

8

9

8

9

8

9

8

9

8

9

89

8

9

89

89

8

9

8

9

8

9

8

9

8

9

8

9

9

1

91

9

1

91

9

1

9

1

9

1

9

1

9

1

9

1

9

1

9

1

9

1

9

1

9

1

91

9

1

9

1

9

1

9

2

92

92

9

2

9

2

9

2

9

2

9

2

9

2

92

9

2

92

9

2

9

2

9

2

9

2

9

2

92

9

2

9

2

9

3

9

3

93

9

3

9

3

9

3

9

3

9

3

9

3

9

3

93

9

3

93

9

3

9

3

9

3

93

9

3

9

3

9

3

9

3

93

9

3

9

4

9

4

9

4

9

4

94

9

4

9

4

9

4

9

4

9

4

9

4

9

4

9

4

9

4

9

4

9

4

9

4

94

94

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4

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9

4

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6

9

6

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6

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1

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5

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9

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1

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105

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9

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1

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10

1

101

1

0

2

102

102

1

0

2

1

0

2

102

103

103

103

1

0

3

10

3

103

1

0

4

104

104

LEGENDAC ASPHALT CONCRETEBW BACK OF SIDEWALKCLF CHAIN LINK FENCECONC CONCRETEDI DROP INLETDL DRIP LINEDWY DRIVEWAYDYS DOUBLE YELLOW STRIPEELECT ELECTRICAL UTILITYEP EDGE OF PAVEMENTFB FACE OF BERMFH FIRE HYDRANTFL FLOW LINEGUY GUY ANCHORGB GRADE BREAKGND GROUNDGRD GRADELT LIGHT STANDARDMBD METAL BOLLARDMH MANHOLEPP POWER POLESDMH STORM DRAIN MANHOLESWL SWALESWS SINGLE WHITE STRIPETB TOP OF BANKTC TOP OF CURBTCN TOP OF CONCRETETD TOP OF DIKETW TOP OF WALLUTP UTILITY POLEWM WATER METERWV WATER VALVE

ADDITIONAL TOPO SHOTS

REQUIRED AFTER REMOVAL OF

HEAVY VEGETATION IN THIS AREA

2

0

.

0

0

10.00

10.00

10.00

20.00

20.00

2

0

.0

0

20.00

20.00

2

0

.

0

0

20.00

10.00

2

0

.0

0

1

0

.

0

0

SETBACK

SETBACK

SETBACK

SE

TB

AC

K

SETBACK

S

E

T

B

A

C

K

SETBACK

SE

TB

AC

K

S

E

T

B

A

C

K

S

E

T

B

A

C

K

SE

TB

AC

K

SLOPE: 0%-10%

SLOPE: 10%-20%

20% AND UP

Rev

Checked By:JC

Sheet:01/24/2018

Scale: As ShownDate:Job No.

WC 17-086

Drawn By:CB

1 of 1

Description By Date

TOPOGRAPHIC MAP OFMTD-CALLE REAL WITH SLOPE ANALYSIS

APNs: 059-140-(004-006), 067-230-026COUNTY OF SANTA BARBARA, CA

5553 HOLLISTER AVENUE, STE. 7, GOLETA, CA [email protected] / [email protected]: (805) 967-4416

LAND SURVEYING, LLP

WATERS CARDENAS

AutoCAD SHX Text
GRAPHIC SCALE
AutoCAD SHX Text
1 inch =20 ft.
AutoCAD SHX Text
0
AutoCAD SHX Text
20
AutoCAD SHX Text
10
AutoCAD SHX Text
40
AutoCAD SHX Text
20
AutoCAD SHX Text
80