HomeMy WebLinkAbout19010-TPM_2021-07-14POINT OF
BEGINNING
10' WIDE PRIVATE UTILITY,
SEWER AND DRAINAGE
EASEMENT
PARCEL
B
DOC #: 20
0
0
-
0
2
7
0
5
6
LOT 3, B
L
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C
K
6
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1
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265
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245
240
23
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14
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CP RH
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3
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1998
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0
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1
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0
0
EDGE
O
F
A
C
D
R
I
V
E
W
A
Y
9 PM
4
6
9 PM
4
6
2' WIDE EASEMENT FOR
WATER, GAS AND SEWER
2' WIDE EASEMENT FOR
SEWER
15' WIDE ACCESS EASEMENT
ACCESS EASEMENT
SOUTHWESTERLY
OF THIS LINE
P
A
R
C
E
L
A
D
O
C
#
:
2
0
0
0
-
0
2
7
0
5
6
LOT 6, B
L
O
C
K
6
3/MB/9
1
LOT 5, B
L
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C
K
6
3/MB/9
1
LOT 4, B
L
O
C
K
6
3/MB/9
1
PARCEL
3
9/PM/4
6
PARCEL
2
9/PM/4
6
10' WIDE PUBLIC UTILITY
EASEMENT
N24°48'20"W 15.00'
N3
2
°
3
3
'
5
7
"
E
2
6
0
.
8
9
'
N65°5
8
'
2
5
"
E
1
0
0
.
9
8
'
N88°31'40"W 114.19'
D=84°45'58" R=66.00' L=97.64'
N3
°
4
5
'
4
2
"
W
2
0
6
.
1
9
'
PARCEL 2
TOTAL SIZE: 1.98 ACRES
R-1: 1.41 ACRES
O/CS: 0.57 ACRES
AVG SLOPE: 29.8%
PARCEL 1
TOTAL SIZE: 3.41 ACRES
R-1: 0.81 ACRES
O/CS: 2.60 ACRES
AVG SLOPE: 25.4%
PARCEL 3
TOTAL SIZE: 1.03 ACRES
R-1: 1.03 ACRES
AVG SLOPE: 32.7%
N1°28'20"E 34.44'
PROPERTY
LINE (TYP)URBAN RESERVE
LINE (TYP)
N
3
2
°
0
5
'
5
4
"
W
1
2
0
.
2
2
'
N88°31'40"W 189.40'
N88°31'40"W 210.52'
N
3
2
°
3
8
'
3
1
"
W
1
5
9
.
5
9
'
N11°20'25"E
18.60'
N32°30'28"W
27.88'
N
6
°
4
0
'
0
7
"
W
9
2
.
9
2
'
S83°19'53"W
36.64'
N57°
2
1
'
0
9
"
E
52.9
5
'
N57°
2
1
'
0
9
"
E
28.8
6
'
N57°
2
1
'
0
9
"
E
9
4
.
9
0
'
N
3
2
°
3
8
'
5
1
"
W
5
0
.
0
0
'
N57°
2
1
'
0
9
"
E
9
5
.
3
8
'
N
3
2
°
0
5
'
5
4
"
W
5
0
.
0
0
'
S88°50'44"E
36.34'N88°50'44"W
51.26'
19.53'
N88°50'44"W 142.62'N3
3
°
5
2
'
4
0
"
E
7
9
.
8
6
'
N3
2
°
1
1
'
4
0
"
E
1
6
2
.
1
5
'
N
3
2
°
3
3
'
2
0
"
W
9
5
.
5
0
'
N88°39'00"W 486.45'
N
3
7
°
3
9
'
3
3
"
W
3
8
9
.
4
0
'
N88°29'22"W 394.79'
N88°32'35"W 257.35'
OPEN SPACE AREA
OPEN SPACE AREA
P
A
R
C
E
L
4
T
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T
A
L
S
I
Z
E
:
0
.
1
5
A
C
R
E
S
A
V
G
S
L
O
P
E
:
4
2
.
1
%
PARCEL 6
TOTAL SIZE: 0.26 ACRES
AVG SLOPE: 32.9%
PARCEL 7
TOTAL SIZE: 0.11 ACRES
AVG SLOPE: 24.6%
(AFFORDABLE)
N
6
°
4
0
'
0
7
"
W
6
9
.
6
7
'
N
3
2
°
3
8
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7
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4.56'
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.
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(N) 25.00' AC
C
E
S
S
&
UTILITY EASE
M
E
N
T
(N) ACCESS &
UTILITY ESMT.
(E)
1
0
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T
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∑
PROJECT INFORMATION:
281 BROAD STREET & 370 HILL STREET
SAN LUIS OBISPO, CA 93405
APN#:001-091-016 & 001-182-015
EXISTING LOT SIZE:6.43 ACRES & 0.66 ACRES
PROPOSED LOTS:SEE PLAN
ZONING:R-1 WITH C/OS
PROJECT TEAM:
OWNERS INFORMATION
JOHN ROURKE
163 SERRANO HEIGHTS DR.
SAN LUIS OBISPO, CA 93405
805.440.4973
PROJECT CIVIL ENGINEER & AGENT
ABOVE GRADE ENGINEERING
245 HIGUERA STREET
SAN LUIS OBISPO, CA 93401
805.540.5115
PREPARED BY:
SCOTT STOKES, PRESIDENT, PE 58256
ABOVE GRADE ENGINEERING
245 HIGUERA STREET
SAN LUIS OBISPO, CA 93401
JEFFREY N WYANT, PLS 9338
ABOVE GRADE ENGINEERING
245 HIGUERA STREET
SAN LUIS OBISPO, CA 93401
VESTIING TENTATIVE TRACT MAP:
PROPERTY LINES & EASEMENTS
SURVEY INFORMATION:
AERIAL TOPOGRAPHIC SURVEY PERFORMED FEBRUARY, 2000
BY MERCATOR PHOTOGRAMMETRIC SYSTEMS
BASIS OF BEARINGS:THE BASIS OF BEARING FOR THIS MAP AND SURVEY IS THE
CALCULATED BEARING BETWEEN THE TWO FOUND CITY OF SAN LUIS
OBISPO HORIZONTAL CONTROL POINTS DESIGNATED AS "MONTEREY"
(NO. 8201) AND "CERRO ROMAULDO & LA CANADA" (NO. 8035) AS PER
THE OCTOBER 1999 METRIC REVISION PUBLISHED BY THE CITY WHICH
WAS BASED UPON THE NORTH AMERICAN DATUM 1983, EPOCH DATE
1991.35 NAD 83(92), CALIFORNIA ZONE 5; BEING CALCULATED AS "N 85°
40' 17" W".
BENCH MARK:SAN LUIS OBISPO CITY BENCH MARK NO. S-5-9, BEING A LEAD AND
TACK LOCATED ON TOP OF CURB APPROXIMATELY 3 FEET
NORTHERLY CURB RETURN AT THE INTERSECTION OF BROAD AND
CENTER STREETS. ELEVATION = 212.75 FEET.
BOUNDARY FIELD SURVEY PERFORMED APRIL, 2000
BY TWIN CITIES SURVEYING
BOUNDARY:BOUNDARY INFORMATION SHOWN IN PARENTHESES IS BASED UPON
RECORD DATA PER 306 OR 307. ALL OTHER BOUNDARY DIMENSIONS
ARE BASED UPON MEASURED DATA PER A FIELD SURVEY BY TWIN
CITIES SURVEYING DATE:
281 BROAD STREET &
370 HILL STREET
TRACT 3168
MAY 13, 2021
SHEET NUMBER:
TPM-1
PROPERTY DESCRIPTION:
A PORTION OF SECTION 27, T.30 S., R.12 E., M.D.B. & M.,
AS DESCRIBED PER DEED RECORDED IN BOOK 306,
PAGE 376, OF OFFICIAL RECORDS, SAN LUIS OBISPO
COUNTY, STATE OF CALIFORNIA.
LEGEND:
EXISTING
MJR CONTOUR
MNR CONTOUR
FENCE LINE
OPEN SPACE AREA
(N) PRIVATE ACCESS, PRIVATE UTILITY
AND DRAINAGE EASEMENT
202
205
SHEET INDEX:
TPM-1 TENTATIVE PARCEL MAP: PROPERTY LINES & EASEMENTS
TPM-2 TENTATIVE PARCEL MAP: SITE FEATURES & IMPROVEMENTS
TPM-3 TENTATIVE PARCEL MAP: TREE IMPACTS
( IN FEET )
1 INCH = FT.
25 5050
50
1000
VICINITY MAP: SAN LUIS OBISPO
POINT OF
BEGINNING
10' WIDE PRIVATE UTILITY,
SEWER AND DRAINAGE
EASEMENT
PARCEL
B
DOC #: 20
0
0
-
0
2
7
0
5
6
LOT 3, B
L
O
C
K
6
3/MB/9
1
G
G
G
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W
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28
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27
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270
265
260
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250
245
240
23
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28
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26
5
26
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25
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24
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24
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22
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22
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22
0
21
5
2
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5
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14
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CP RH
S
3
4
°
3
2
'
0
6
"
E
2
5
8
.
3
6
'
M
EXIS
T
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0
°
0
7
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2
9
"
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2
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°
2
6
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4
2
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14
.
4
4
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0
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0
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°
5
2
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1
0
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.
3
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15' A
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3
6
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4
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1
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5
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1
1
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0
0
EDGE
O
F
A
C
D
R
I
V
E
W
A
Y
9 PM
4
6
9 PM
4
6
2' WIDE EASEMENT FOR
WATER, GAS AND SEWER
2' WIDE EASEMENT FOR
SEWER
15' WIDE ACCESS EASEMENT
ACCESS EASEMENT
SOUTHWESTERLY
OF THIS LINE
P
A
R
C
E
L
A
D
O
C
#
:
2
0
0
0
-
0
2
7
0
5
6
LOT 6, B
L
O
C
K
6
3/MB/9
1
LOT 5, B
L
O
C
K
6
3/MB/9
1
LOT 4, B
L
O
C
K
6
3/MB/9
1
PARCEL
3
9/PM/4
6
PARCEL
2
9/PM/4
6
10' WIDE PUBLIC UTILITY
EASEMENT
E E E E E E E E E E E
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
E
E
E E E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
JT JT JT JT
JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT
E
E
E
E
E
E
JT
(15
%
M
A
X
)
(
1
5
%
M
A
X
)
E
E
E
E
E
E
CA
T
V
CA
T
V
CA
T
V
SS
SS
SS
SS
SS
SS SS SS SS SS SS SS
W
W
W
W
W
W
W W W W W
W
FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW
FW
PARCEL 2
TOTAL SIZE: 1.98 ACRES
R-1: 1.41 ACRES
O/CS: 0.57 ACRES
AVG SLOPE: 29.8%
PARCEL 1
TOTAL SIZE: 3.41 ACRES
R-1: 0.81 ACRES
O/CS: 2.60 ACRES
AVG SLOPE: 25.4%
PARCEL 3
TOTAL SIZE: 1.03 ACRES
R-1: 1.03 ACRES
AVG SLOPE: 32.7%
JT
PROPERTY
LINE (TYP)URBAN RESERVE
LINE (TYP)
OPEN SPACE AREA
OPEN SPACE AREA
P
A
R
C
E
L
4
T
O
T
A
L
S
I
Z
E
:
0
.
1
5
A
C
R
E
S
A
V
G
S
L
O
P
E
:
4
2
.
1
%
PARCEL 6
TOTAL SIZE: 0.26 ACRES
AVG SLOPE: 32.9%
PARCEL 7
TOTAL SIZE: 0.11 ACRES
AVG SLOPE: 24.6%
(AFFORDABLE)
S
S
S
S
S
S
S
S
S
S
P
A
R
C
E
L
5
T
O
T
A
L
S
I
Z
E
:
0
.
1
5
A
C
R
E
S
A
V
G
S
L
O
P
E
:
3
3
.
4
%
B
R
O
A
D
S
T
R
E
E
T
1
1
1
1
1
1
1
1
1
1
1
2
2
2
315
4
4
6
6
5
5
5
5
7
77
7
7
8
8
9
10
11
12
12
12
16
17
8
19
5
12
20
20
20
20
21
21
21
21
20
.
0
0
'
D
W
8
"
W
A
T
E
R
M
A
I
N
6
"
S
E
W
E
R
M
A
I
N
7 12
14
11
1313
23
23
23
21
2
2
17
18
22
22
22
22
24 24 24
20.00' DW
R26
.
0
0
'
4
2
2
1
1
H
I
L
L
S
T
R
E
E
T
21
20
3
17
1717
2
( IN FEET )
1 INCH = FT.
25 5050
50
1000
TENTATIVE PARCEL MAP: SITE
FEATURES & IMPROVEMENTS
DATE:
281 BROAD STREET &
370 HILL STREET
TRACT 3168
MAY 13, 2021
SHEET NUMBER:
TPM-2
LEGEND:
(E) MJR CONTOUR
(E) MNR CONTOUR
(E) FENCE LINE
(N) GAS LINE
(E) SEWER LINE
(N) SEWER LINE
(E) WATER LINE
(N) WATER LINE
(N) FIRE WATER LINE
(E) ELECTRICAL OVERHEAD LINE
(E) UNDERGROUND TV/PHONE LINES
(N) JOINT TRENCH WITH POWER/TV/PHONE
FUTURE SINGLE FAMILY RESIDENCE
WIDENED ASPHALT DRIVEWAY
EXISTING CONCRETE DRIVEWAY SECTION
FUTURE CLASS II BASE DRIVEWAY SECTION
202
205
SPECIFIC CONSTRUCTION NOTES:
1 EXISTING PROPERTY LINE
2 PROPOSED PARCEL PROPERTY LINE
3 EXISTING RESIDENCE TO REMAIN
4 CONSTRUCT ASPHALT CONCRETE (AC) DRIVEWAY
5 EXISTING FENCE TO REMAIN
6 EXISTING CONCRETE DRIVEWAY SECTION TO REMAIN
7 EXISTING ELECTRICAL POLE TO REMAIN
8 EXISTING SHED/BARN TO REMAIN
9 EXISTING FIRE HYDRANT WITHIN PUBLIC ROW TO REMAIN
10 EXISTING WATER METER AND SERVICE TO BE REMOVED/ABANDONED
11 EXISTING CLEAN OUT AND SEWER LATERAL TO BE REMOVED/ABANDONED
12 EXISTING OVERHEAD LINES TO REMAIN
13 EXISTING UNDERGROUND ELECTRICAL LINES TO REMAIN
14 EXISTING UNDERGROUND TV/PHONE LINES TO REMAIN
15 EXISTING ACCESSORY DWELLING UNIT TO REMAIN
16 EXISTING PRIVATE WATER PUMP UNDERGROUND HOUSING
17 PROPOSED FUTURE SINGLE FAMILY RESIDENCE
18 CONSTRUCT COMPACTED CLASS 11 BASE ROAD
19 PROVIDE HAMMERHEAD TURNAROUND PER CITY FIRE STANDARDS
20 INSTALL SEWER SERVICE LINE AND CLEANOUTS
21 INSTALL WATER METER AND SERVICE LINE
22 INSTALL JOINT TRENCH WITH POWER AND TV/PHONE LINES
23 INSTALL GAS METER AND SERVICE LINE
24 INSTALL FIRE WATER LINE AND FIRE HYDRANT LINE
#APPROXIMATE EARTHWORK INFORMATION:
EARTHWORK QUANTITIES SHOWN OF FOR ACCESS IMPROVEMENTS ONLY. FUTURE RESIDENCES
TO BE CONSTRUCTED ON CAISSONS. CAISSON CUT AND FILL IMPACTS ACCOUNTED FOR.
PARCEL #1
CUT 172 CY
FILL 20 CY
PARCEL #2
CUT 10 CY
FILL 10 CY
PARCEL #3
CUT 427 CY
FILL 45 CY
PARCEL #4
CUT 20 CY
FILL 20 CY
PARCEL #5
CUT 20 CY
FILL 20 CY
PARCEL #6
CUT 430 CY
FILL 50 CY
PARCEL #7 (AFFORDABLE LOT)
CUT 388 CY
FILL 40 CY
NOTE:THE EARTHWORK QUANTITIES SHOWN ARE FOR BONDING AND ESTIMATING PURPOSES
ONLY AND ARE CALCULATED FROM APPROXIMATE SUBGRADE TO EXISTING SURFACE.
THE QUANTITIES DO NOT TAKE CERTAIN FACTORS INTO ACCOUNT, INCLUDING, BUT
NOT LIMITED TO SUBGRADE, AREA OF OVEREXCAVATION AND RECOMPACTION,
SHRINKAGE AND EXPANSION OF THE SOIL. THE CONTRACTOR IS RESPONSIBLE FOR
CALCULATING EARTHWORK QUANTITIES FOR BIDDING AND CONSTRUCTION PURPOSES.
PARCEL
B
DOC #: 20
0
0
-
0
2
7
0
5
6
LOT 3, B
L
O
C
K
6
3/MB/9
1
G
G
G
G
G
G
G
G
G
W
W
W
S
S
S
S
S
S
D
28
0
27
5
270
265
260
25
5
250
245
240
23
5
230
28
0
27
5
27
0
26
5
26
0
25
5
25
0
24
5
24
0 23
5
230
22
5
2
2
0
21
5
23
5
22
5
22
5
22
0
21
5
2
2
5
210
14
221.78
CP RH
N2
0
°
0
7
'
2
9
"
E
44.
2
7
'
N0
2
°
2
6
'
4
2
"
W
14
.
4
4
'
N2
0
°
0
7
'
2
9
"
E
44.
2
7
'
N18
°
5
2
'
1
0
"
E
17.
3
8
'
2' WIDE EASEMENT FOR
WATER, GAS AND SEWER
2' WIDE EASEMENT FOR
SEWER
15' WIDE ACCESS EASEMENT
ACCESS EASEMENT
SOUTHWESTERLY
OF THIS LINE
P
A
R
C
E
L
A
D
O
C
#
:
2
0
0
0
-
0
2
7
0
5
6
LOT 6, B
L
O
C
K
6
3/MB/9
1
LOT 5, B
L
O
C
K
6
3/MB/9
1
LOT 4, B
L
O
C
K
6
3/MB/9
1
PARCEL
3
9/PM/4
6
PARCEL
2
9/PM/4
6
(15
%
M
A
X
)
(
1
5
%
M
A
X
)
PARCEL 2
TOTAL SIZE: 1.98 ACRES
R-1: 1.41 ACRES
O/CS: 0.57 ACRES
AVG SLOPE: 29.8%
PARCEL 1
TOTAL SIZE: 3.41 ACRES
R-1: 0.81 ACRES
O/CS: 2.60 ACRES
AVG SLOPE: 25.4%
PARCEL 3
TOTAL SIZE: 1.03 ACRES
R-1: 1.03 ACRES
AVG SLOPE: 32.7%
PROPERTY
LINE (TYP)URBAN RESERVE
LINE (TYP)
OPEN SPACE AREA
OPEN SPACE AREA
P
A
R
C
E
L
4
T
O
T
A
L
S
I
Z
E
:
0
.
1
5
A
C
R
E
S
A
V
G
S
L
O
P
E
:
4
2
.
1
%
PARCEL 6
TOTAL SIZE: 0.26 ACRES
AVG SLOPE: 32.9%
PARCEL 7
TOTAL SIZE: 0.11 ACRES
AVG SLOPE: 24.6%
(AFFORDABLE)
P
A
R
C
E
L
5
T
O
T
A
L
S
I
Z
E
:
0
.
1
5
A
C
R
E
S
A
V
G
S
L
O
P
E
:
3
3
.
4
%
B
R
O
A
D
S
T
R
E
E
T
1
1
1 2
2
2
3
3
3
3
2
2
2
33
2
2
2
1
3
H
I
L
L
S
T
R
E
E
T
2
3
2
( IN FEET )
1 INCH = FT.
25 5050
50
1000
TENTATIVE PARCEL MAP:
TREE IMPACTS
DATE:
281 BROAD STREET &
370 HILL STREET
TRACT 3168
MAY 13, 2021
SHEET NUMBER:
TPM-3
LEGEND:
(E) MJR CONTOUR
(E) MNR CONTOUR
(E) FENCE LINE
(N) GAS LINE
(E) SEWER LINE
(N) SEWER LINE
(E) WATER LINE
(N) WATER LINE
(N) FIRE WATER LINE
(E) ELECTRICAL OVERHEAD LINE
(E) UNDERGROUND TV/PHONE LINES
(N) JOINT TRENCH WITH POWER/TV/PHONE
FUTURE SINGLE FAMILY RESIDENCE
EXISTING CONCRETE DRIVEWAY SECTION
FUTURE CLASS II BASE DRIVEWAY SECTION
202
205
SPECIFIC CONSTRUCTION NOTES:
1 EXISTING TREE TO REMAIN*
2 EXISTING TREE TO BE IMPACTED*
3 EXISTING TREE TO BE REMOVED*
* TREES CALLED OUT SHALL BE FURTHER INVESTIGATED DURING
CONSTRUCTION DOCUMENTS TO VERIFY DISPOSITION AND TO DETERMINE
HEIGHT, TRUNK DIAMETER AND SPECIES
#