HomeMy WebLinkAbout21146_WestmontTTM_2021-11-19PARCEL #1
13963 SQ FT
PARCEL 2
6093 SQ FT
PARCEL 3
5672 SQ FT
PARCEL 5
6121 SQ FT
PROPERTY : 5
6268 SQ FT
PARCEL 6
7368 SQ FT
PARCEL 7
6690 SQ FT
PARCEL 8
6165 SQ FT
PARCEL 9
5308 SQ FT
PARCEL 10
5646 SQ FT
PARCEL 11
5248 SQ FT
PARCEL 13
4751 SQ FT
PARCEL 14
5009 SQ FT
PARCEL 15
2607 SQ FT
PARCEL 12
4935 SQ FT
PARCEL 16
2991 SQ FT
PARCEL 17
3918 SQ FT
PARCEL 18
3921 SQ FT
PARCEL 19
3921 SQ FT
PARCEL 20
3921 SQ FT
PARCEL 21
3921 SQ FT
PARCEL 22
3921 SQ FT
PARCEL 23
3921 SQ FT
PARCEL 24
3921 SQ FT
PARCEL 25
3921 SQ FT
PARCEL 26
5935 SQ FT
PARCEL 27
4136 SQ FT
PARCEL 28
3719 SQ FT
PARCEL 29
3751 SQ FT
PARCEL 30
4496 SQ FT
PARCEL 31
3900 SQ FT
PARCEL 32
3900 SQ FT
PARCEL 33
5200 SQ FT
PARCEL 34
9667 SQ FT
PARCEL 35
17639 SQ FT
PARCEL 36
4050 SQ FT
PARCEL 37
4050 SQ FT
PARCEL 38
4050 SQ FT
PARCEL 39
4050 SQ FT
PARCEL 40
4050 SQ FT
PARCEL 41
4155 SQ FT
10
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0
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24.00'
24.00'
(E
)
1
0
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0
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P
G
&
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S
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M
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20.00'
5.00' PG&E EASEMENT
20
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0
0
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N6
3
°
2
8
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1
4
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W
8
0
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N2
1
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3
2
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1
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9
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N2°35'04"E 10.00'
N7°25'25"E 32.15'
N88°03'26"W 157.03'
N88°03'26"W 156.75'
N88°03'26"W 160.70'
N88°03'26"W 168.93'
N88°03'26"W 185.18'
N88°03'26"W 183.10'
N88°03'26"W 170.78'
N88°03'26"W 99.06'
N69°23'41"W 32.81'
N88°03'26"W 24.00'
N88°03'26"W 136.41'
L1
L2
L3
L4
L5
L6
L7
L8
L9
L1
0
N2
4
°
1
6
'
0
9
"
E
4
6
.
6
9
'
N88°03'26"W 93.56'
N1
°
3
2
'
0
4
"
E
8
2
.
2
4
'
N88°27'55"W 59.37'N88°27'55"W 89.24'
N1
°
3
2
'
0
4
"
E
8
2
.
8
8
'
N88°03'26"W 89.24'
N1
°
3
2
'
0
3
"
E
4
3
.
9
0
'
N88°27'55"W 130.22'
N88°27'55"W 119.85'
N88°27'55"W 114.49'
N1
°
3
2
'
0
4
"
E
1
2
0
.
9
3
'
N1
°
3
2
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0
5
"
E
5
2
.
0
0
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N1
°
3
2
'
0
5
"
E
4
6
.
0
0
'
N1°56'34"E 53.69'
L1
1
L1
2
L1
3
L14
L1
5
L16
L17
L18
L19
L20
L21
L22
L23
L24
L25
L26
L27
L28 L29 L30
L31
C1
C2
C3
C4
C5
C6
C7
C
8
C
9
C
1
0
L3
2
R=230.00', L=32.15'
D=8°00'30"
N88°03'31"W 57.49'
N88°03'21"W 51.81'
N1
°
5
6
'
3
9
"
E
4
7
.
0
0
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N1
°
5
6
'
3
9
"
E
8
2
.
8
4
'
28
.
0
0
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N1
°
5
6
'
3
9
"
E
1
3
0
.
6
9
'
N1
°
5
6
'
3
9
"
E
1
3
0
.
6
9
'
N1
°
5
6
'
3
9
"
E
1
3
0
.
6
9
'
N1
°
5
6
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3
9
"
E
1
3
0
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6
9
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N1
°
5
6
'
3
9
"
E
1
3
0
.
6
9
'
N1
°
5
6
'
3
9
"
E
1
3
0
.
6
9
'
N1
°
5
6
'
3
9
"
E
1
3
0
.
6
9
'
N1
°
5
6
'
3
9
"
E
1
3
0
.
6
9
'
N1
°
5
6
'
3
9
"
E
1
3
0
.
6
9
'
N58°15'04"E 43.88'
S1
°
5
6
'
1
0
"
W
4
7
.
6
6
'
N58°15'04"E 28.23'
N88°03'26"W 100.00'
N1°56'34"E 32.00'
N88°03'26"W 123.49'
N88°03'26"W 126.24'N1°56'34"E 30.00'
N88°03'26"W 72.09'
N45
°
5
5
'
3
4
"
E
8
3
.
3
9
'
N88°03'26"W 130.00'
N88°03'26"W 130.00'
N88°03'26"W 130.00'
N88°03'26"W 130.00'
N1°56'34"E 40.00'
N1°56'34"E 30.00'
N1°56'34"E 30.00'
N1°56'34"E 33.69'
N1°56'34"E 40.00'
N1°56'34"E 30.00'
N1°56'34"E 30.00'
N1°56'34"E 28.00'
N53°11'42"E 28.39'
N23°10'05"E 29.71'
N1
°
5
6
'
3
4
"
E
1
1
0
.
2
9
'
N1
°
5
6
'
3
4
"
E
1
3
5
.
0
0
'
N1
°
5
6
'
3
4
"
E
1
3
5
.
0
0
'
N1
°
5
6
'
3
4
"
E
1
3
5
.
0
0
'
N1
°
5
6
'
3
4
"
E
1
3
5
.
0
0
'
N1
°
5
6
'
3
4
"
E
1
3
5
.
0
0
'
N1
°
5
6
'
3
4
"
E
1
3
5
.
0
0
'
N88°03'26"W 30.66'
N88°03'26"W 30.00'
N88°03'26"W 30.00'
N88°03'26"W 30.00'
N88°03'26"W 30.00'
N88°03'26"W 30.00'
N88°03'26"W 131.41'
N88°03'26"W 68.72'
L33
L34
L35
L36
N88°03'21"W 30.00'
N88°03'26"W 30.00'
N88°03'26"W 30.00'
N88°03'26"W 30.00'
N88°03'26"W 30.00'
N88°03'26"W 30.00'N88°03'26"W 30.00'
N88°03'26"W 30.00'
N88°03'26"W 30.00'
1 1 1 1 1 1 1 1
1
1
1 1 1 1 1 1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
3
3
27.75'
8.00'
10
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0
0
'
5.
0
0
'
10.00'
10
.
0
0
'
10.00'
6.
0
0
'
12
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0
0
'
28.00'
8
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0
0
'
13
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0
0
'
6.
8
2
'
R
3
0
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0
0
'
R3
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0
'
Parcel Line
Table
Line #
L1
L2
L3
L4
L5
L6
L7
L8
L9
L10
L11
L12
L13
L14
L15
L16
L17
L18
L19
L20
Length
9.78
20.36
30.14
1.78
28.36
19.29
13.14
32.43
2.03
41.75
24.33
30.00
30.00
9.26
12.33
14.64
6.74
23.26
6.74
23.26
Direction
N7° 25' 24.92"E
N7° 25' 24.92"E
N7° 25' 24.92"E
N7° 25' 24.92"E
N7° 25' 24.92"E
N24° 16' 09.12"E
N24° 16' 09.12"E
N24° 16' 09.12"E
N24° 16' 09.12"E
N24° 16' 09.12"E
N1° 56' 34.00"E
N1° 56' 34.00"E
N1° 56' 34.00"E
N24° 16' 09.12"E
N24° 16' 09.12"E
S88° 03' 26.00"E
S88° 03' 26.00"E
S88° 03' 26.00"E
S88° 03' 26.00"E
S88° 03' 26.00"E
Parcel Line
Table
Line #
L21
L22
L23
L24
L25
L26
L27
L28
L29
L30
L31
L32
L33
L34
L35
L36
Length
6.74
23.26
6.74
23.26
6.74
23.26
6.74
30.00
30.00
30.00
7.99
14.70
15.49
2.00
5.69
38.95
Direction
S88° 03' 26.00"E
S88° 03' 26.00"E
S88° 03' 26.00"E
S88° 03' 26.00"E
S88° 03' 26.00"E
S88° 03' 26.00"E
S88° 03' 26.00"E
S88° 03' 26.00"E
S88° 03' 26.00"E
S88° 03' 26.00"E
S88° 03' 26.00"E
S1° 56' 10.13"W
S88° 03' 17.82"E
N1° 56' 34.00"E
N1° 56' 34.00"E
S88° 03' 26.00"E
Curve Table
Curve #
C1
C2
C3
C4
C5
C6
C7
C8
C9
C10
Length
15.28
15.51
22.75
23.83
11.74
7.72
16.30
23.06
14.12
15.63
Radius
230.00
230.00
230.00
44.00
44.00
44.00
44.00
44.00
44.00
44.00
Delta
3.81
3.86
5.67
31.04
15.29
10.05
21.23
30.03
18.39
20.35
Chord Direction
N12° 50' 05"E
N16° 40' 11"E
N21° 26' 08"E
N39° 47' 12"E
N62° 56' 54"E
N75° 37' 03"E
S77° 26' 41"E
S51° 49' 07"E
S27° 36' 38"E
S8° 14' 24"E
Chord Length
15.28
15.51
22.74
23.54
11.71
7.71
16.21
22.80
14.06
15.55
DATE:
SHEET NUMBER:
TTM-1
JOB#:21146
November 19, 2021
WESTMONT SUBDIVISION
TRACT 3157
TENTATIVE TRACT MAP
PROPERTY DESCRIPTION:
THAT PORTION OF THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 22
IN TOWNSHIP 30 SOUTH, RANGE 12 EAST, MOUNT DIABLO BASE AND MERIDIAN, IN THE CITY OF
SAN LUIS OBISPO, COUNTY OF SAN LUIS OBISPO, STATE OF CALIFORNIA.
SURVEY INFORMATION:
TOPOGRAPHIC SURVEY PERFORMED AUGUST 8, 2019 BY CANNON.
BENCHMARK:THE ELEVATIONS SHOWN HEREON ARE NAVD88 AS DETERMINED BY
MEASUREMENTS ON POINT S-26 AS SHOWN ON THE CITY OF SAN LUIS
OBISPO "BENCHMARK SYSTEM" (JUNE 2019) HAVING PUBLISHED
ELEVATION OF 327.38.
BASIS OF BEARING:THE BASIS OF BEARINGS AND COORDINATES FOR THIS SURVEY ARE
BASED ON THE CALIFORNIA COORDINATE SYSTEM NAD83, CALIFORNIA
ZONE 5, US SURVEY FEET, AS DETERMINED BY GPS OBSERVATIONS ON
POINTS 8033 AND 8018 AS SHOWN ON THE CITY OF SAN LUIS OBISPO
"HORIZONTAL CONTROL NETWORK" (JANUARY 2007) BEING N83°05'46"E.
BOUNDARY: THIS SURVEY WAS COMPILED FOR TOPOGRAPHIC PURPOSES ONLY, THE
BOUNDARY INFORMATION SHOWN HEREON IS BASED ON RECORD DATA
(8-RS-95) AND IS INTENDED FOR ORIENTATION ONLY AND SUCH IS NOT
INFERRED OR IMPLIED TO BE A BOUNDARY SURVEY. A BOUNDARY
SURVEY SHALL BE REQUIRED PRIOR TO FINAL MAP.
PROJECT TEAM:
OWNER:JOHN ROURKE
163 SERRANO HEIGHTS DR.
SAN LUIS OBISPO, CA 93405
CIVIL ENGINEER:SCOTT STOKES, PE 58256
ABOVE GRADE ENGINEERING
245 HIGUERA STREET
SAN LUIS OBISPO, CA 93401
SURVEYOR:JEFFREY WYANT, PLS 9338
ABOVE GRADE ENGINEERING
245 HIGUERA STREET
SAN LUIS OBISPO, CA 93401
PROJECT INFORMATION:
ADDRESS:468 & 500 WESTMONT AVE.
SAN LUIS OBISPO, CA 93405
APN:052-496-001
GROSS TOTAL AREA:4.98 ACRES
NUMBER OF LOTS:41
APPROXIMATE LOT SIZE:3,000 SQFT
FLOOD ZONE:ZONE X
( IN FEET )
1 INCH = FT.
20 4040
40
800
NO SCALE - SAN LUIS OBISPO, CA
VICINITY MAP
SPECIFIC CONSTRUCTION NOTES:
1 PROPOSED PARCEL LINE.
2 EXISTING PARCEL LINE.
3 EXISTING BUILDING TO BE REMOVED.
#
LEGEND
PRIVATE ACCESS, PRIVATE UTILITY, PRIVATE WATER, PRIVATE SEWER, AND
PRIVATE DRAINAGE EASEMENT
PRIVATE UTILITY, PRIVATE WATER, PRIVATE SEWER, AND PRIVATE DRAINAGE
EASEMENT
PRIVATE DRAINAGE EASEMENT.
8.9
%
7.3%
9.5
%
11.
7
%
6.7%
6.7%6.7%
6.7%
5.0%
315.21 FS
286.28 FS
286.0 TC
286.0 FS 286.56 FS
314.0 FS
314.3 FS
313.7 FS
316.35 FS
315.77 FS
314.14 FL
313.54 FL
327.5 TC
327.0 FS
333.33 TW
332.8 TC
332.3 FS
329.7 TC
329.2 FS
331.0 TC
330.5 FS
317.47 FS
300.26 FS
297.19 TC
297.19 FS
294.82 FS
295.93 FS
293.56 FS
285.75 FS 286.31 FS
(321.75 FS)
320.75 FS
299.42 FS
299.7 FS
299.2 FG
299.33 TW
299.0 TC
298.5 FG
301.9 FS
301.4 FG
301.2 TC
300.7 FG
303.7 FS
303.2 FG
303.0 TC
302.5 FG
305.5 FS
305.0 FG
304.8 TC
304.3 FG
307.3 FS
306.8 FG
306.6 TC
306.1 FG
309.1 FS
308.6 FG
308.5 TC
308.0 FG
310.9 FS
310.4 FG
310.3 TC
309.8 FG
312.7 FS
312.2 FG
312.1 TC
311.6 FG
314.5 FS
314.0 FG
313.9 TC
313.4 FG 315.4 TC
314.9 FG
310.6 FL
286.5 FL
(310.2 EG)(311.4 EG)304.67 TW
(304.3 EG)
300.67 TW
(298.0 EG)
298.00 TW
(297.3 EG)
292.67 TW
(290.3 EG)
288.00 TW
(287.5 EG)310.00 TW
(310.0 EG)
289.5 FG289.2 FG
289.1 FL 291.7 FL 294.3 FL 296.9 FL 299.4 FL 302.0 FL 304.6 FL 307.2 FL
295.33 TW
(293.5 EG)
290.00 TW
(287.3 EG)
296.9 TC
296.4 FG
299.33 TW
297.2 FG
293.2 FG 295.3 FG 298.0 FG 300.5 FG 303.1 FG 305.6 FG 308.1 FG 310.1 FG 312.1 FG 313.3 FG
299.2 FG 301.4 FG 303.2 FG 305.0 FG 306.8 FG 308.6 FG 310.4 FG 312.2 FG 314.0 FG 315.5 FS
315.0 FG
(291.0 EG)
(325.5 FS)
326.04 FS
328.24 FS
329.54 FS
331.16 FS
325.30 FS
324.80 FS
324.6 TC
324.1 FS
326.9 TC
326.4 FS
327.9 FS
327.4 FS
328.3 TC
327.8 FS
328.8 FS
328.3 FS
330.0 TC
329.5 FS
331.0 FS
330.5 FS
315.72 FS
316.94 FS
316.37 FS
316.65 FS
317.86 FS
317.36 FS
317.56 FS
318.79 FS
318.29 FS
316.67 FS 325.6 FS319.6 FL
317.6 FL
316.7 FL
316.1 FL
316.5 TG
318.0 FL
322.0 FL
325.0 FL
325.6 FL
326.2 FL
322.67 TW
322.5 FG
324.67 TW
(324.0 EG)
326.00 TW
(323.3 EG)
326.67 TW
(326.0 EG)
318.0 FS
324.0 TW
(323.4 EG)
322.0 TW
(321.6 EG)
321.33 TW
(321.0 EG)
318.67 TW
(318.0 EG)
318.00 TW
(317.0 EG)
317.33 TW
(316.7 EG)
315.33 TW
(315.0 EG)
325.33 TW
(324.5 AC)
317.0 FF
316.0 FF314.2 FF312.4 FF310.6 FF308.8 FF307.0 FF305.2 FF303.4 FF301.2 FF
298.5 FF
292.0 FF
318.69 FF
HOME
319.61 FF
HOME
320.54 FF
HOME
325.95 FF
HOME
328.9 FF
HOME
329.9 FF
HOME
332.0 FF
HOME
311.57 FS
311.07 FS
310.3 FS
309.65 FS
309.15 FS
308.39 FS
307.73 FS
307.23 FS
306.47 FS
305.81 FS
305.31 FS
304.55 FS
303.90 FS
303.40 FS
302.49 FS
301.80 FS
301.30 FS
300.67 TW
300.69 TC
300.39 FS
313.07 FF311.15 FF309.23 FF307.31 FF305.40 FF303.30 FF
301.5 FL
302.3 FL 304.4 FL 306.3 FL 308.3 FL 310.2 FL 312.1 FL
312.4 FG310.5 FG308.6 FG306.6 FG304.7 FG302.6 FG
321.33 TW
(321.0 EG)
320.67 TW
(320.0 EG)
311.72 FS310.3 FG308.4 FG306.5 FG304.6 FG302.5 FG
300.5 FG
302.58 FS
302.00 TW
301.20 FS
300.8 FS
301.2 FS
302.2 FS
303.2 FF
HOME
297.5 FG
300.8 FG
313.33 TW
(312.5 EG)
316.0 FG
315.33 TW
311.8 FG
317.33 TW316.00 TW
300.4 FS
299.9 FS
298.94 FS
298.56 FS
298.06 FS
297.74 FS
297.36 FS
296.86 FS
296.18 FS
295.08 FS
294.58 FS
294.17 FS
293.16 FS
292.66 FS
291.60 FS
290.33 FS
289.83 FS
288.78 FS
287.18 FS
286.68 FS
286.10 TC
285.60 FS
301.9 FF
HOME
299.56 FF
HOME
298.36 FF
HOME
296.58 FF
HOME
294.66 FF
HOME
291.83 FF
HOME
288.68 FF
HOME
301.6 FG
301.2 FG
295.8 FG
(295.5 EG)
286.8 FG
285.0 FG
289.7 FG
292.6 FG
293.4 FG
294.6 FG
(294.3 EG)
294.6 FG
289.1 FG
285.5 FG
316.22 FS
299.62 TC
299.12 FS
297.17 FS
331.38 FS
319.9 FG
318.3 FG
319.0 FG
317.8 FG 318.0 FG
317.7 FG
317.9 FG
316.9 FG 317.1 FG
316.0 FG 316.2 FG
316.8 FG
317.0 FG
321.33 TW
320.7 FG
322.00 TW
321.2 FG
302.67 TW
300.8 FG
302.4 FG
326.00 TW
(322.5 EG)
296.00 TW
292.67 TW
290.81 FS
295.33 TW
290.44 FS
290.00 FS
289.80 FS
290.98 FS
292.67 TW
290.37 FS
285.3 TG
2:
1
MA
X
2:
1
MA
X
2:
1
MA
X
2:
1
MA
X
302.67 TW
302.00 FS
MA
T
C
H
L
I
N
E
:
S
E
E
S
H
E
E
T
T
T
M
-
3
RIPARIAN LIMITS
RIPARIAN LIMITS
1
2
3
3
3
3
3
3
5
5
5
5
5555555
55
5 5 5 5 5 5
5
5
5
55
5
5
5
5
5
5
5
5
6
6
6
6
6
6
6
6 6 6 6 6 6 6 6 6 6 6
6
6
6
6
7
7
7
7
7
7
7
7
7
7
7
8
8
9
10
10
10
10
10
10
10
10
10
10
10
11
11
11
11
11
11
11
11
11
1111111111111111
1111111111
11
11
11
11
11
11
11
11
11
RIPARIAN LIMITS
DATE:
SHEET NUMBER:
TTM-2
JOB#:21146
November 19, 2021
WESTMONT SUBDIVISION
TRACT 3157
PRELIMINARY GRADING
( IN FEET )
1 INCH = FT.
15 3030
30
600
SPECIFIC CONSTRUCTION NOTES:
1 EXISTING STRUCTURE TO REMAIN.
2 EXISTING BASKETBALL HOOP TO REMAIN.
3 CONSTRUCT "PRIVATE" ASPHALT CONCRETE (AC) ACCESS ROAD.
4 CONSTRUCT HAMMERHEAD PER CITY OF SLO FIRE DEPARTMENT DETAILS.
5 CONSTRUCT PERMEABLE PAVER SECTION.
6 CONSTRUCT 6" CONCRETE CURB.
7 CONSTRUCT RETAINING WALL.
8 CONSTRUCT CONCRETE VALLEY GUTTER.
9 CONSTRUCT UPWARD DRIVEWAY PER CITY OF SLO DETAILS.
10 CONSTRUCT GRADED SWALE.
11 CONSTRUCT CONCRETE FLATWORK.
#
APPROXIMATE EARTHWORK INFORMATION:
CUT 5,500 CY
FILL 2,700 CY
NET 8,200 CY FILL
MAX DEPTH OF CUT 8.5 FT
MAX DEPTH OF FILL 4.0 FT
AREA OF DISTURBANCE 3.83 AC
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.
286.28 FS
286.0 TC
286.0 FS
295.93 FS
293.56 FS
285.75 FS
(292.2 EC)
293.9 TC
293.4 FS
293.7 FS
293.4 FS
(291.7 EC)
293.6 FS
293.3 FS292.6 FS
286.2 FS
290.7 FS
286.6 FS
292.7 FS
291.5 FS
296.3 FS
293.8 FS
288.9 FS
286.8 FS
(288.4 EG)
(291.0 EG)
(292.8 EG)
286.6 FG
285.3 FG
282.5 FG
283.5 FG
296.7 FF
GARAGE
296.7 FF
HOME
294.7 FF
HOME
294.2 FF
GARAGE
291.1 FF
GARAGE
293.1 FF
HOME
289.3 FF
GARAGE
287.2 FF
GARAGE
291.3 FF
HOME
289.2 FF
HOME
285.95 FF
GARAGE
287.95 FF
HOME
303.2 FF
HOME
297.5 FG
300.8 FG
298.94 FS
296.18 FS
295.08 FS
294.58 FS
294.17 FS
293.16 FS
292.66 FS
291.60 FS
290.33 FS
289.83 FS
288.78 FS
287.18 FS
286.68 FS
286.10 TC
285.60 FS
301.9 FF
HOME
299.56 FF
HOME
298.36 FF
HOME
296.58 FF
HOME
294.66 FF
HOME
291.83 FF
HOME
288.68 FF
HOME
295.8 FG
(295.5 EG)
286.8 FG
285.0 FG
289.7 FG
292.6 FG
293.4 FG
294.6 FG
(294.3 EG)
294.6 FG
289.1 FG
285.5 FG
289.80 FS
290.98 FS
285.1 FS
285.3 FS
285.55 FS
285.4 FS
294.2 TC
293.7 FS
287.0 FS
289.5 FS
MA
T
C
H
L
I
N
E
:
S
E
E
S
H
E
E
T
T
T
M
-
2
RIPARIAN LIMITS
RIPARIAN LIMITS
5
5
6
6
6
6
6
6
6
11
11
11
11
11
11
11
3
3
3
4
5
5
7
RIPARIAN LIMITS
RIPARIAN LIMITS
DATE:
SHEET NUMBER:
TTM-3
JOB#:21146
November 19, 2021
WESTMONT SUBDIVISION
TRACT 3157
PRELIMINARY GRADING
( IN FEET )
1 INCH = FT.
15 3030
30
600
SPECIFIC CONSTRUCTION NOTES:
1 EXISTING STRUCTURE TO REMAIN.
2 EXISTING BASKETBALL HOOP TO REMAIN.
3 CONSTRUCT "PRIVATE" ASPHALT CONCRETE (AC) ACCESS ROAD.
4 CONSTRUCT HAMMERHEAD PER CITY OF SLO FIRE DEPARTMENT DETAILS.
5 CONSTRUCT PERMEABLE PAVER SECTION.
6 CONSTRUCT 6" CONCRETE CURB.
7 CONSTRUCT RETAINING WALL.
8 CONSTRUCT CONCRETE VALLEY GUTTER.
9 CONSTRUCT UPWARD DRIVEWAY PER CITY OF SLO DETAILS.
10 CONSTRUCT GRADED SWALE.
11 CONSTRUCT CONCRETE FLATWORK.
#
317.0 FF
316.0 FF314.2 FF312.4 FF310.6 FF308.8 FF307.0 FF305.2 FF303.4 FF301.2 FF
298.5 FF
292.0 FF
318.69 FF
HOME
319.61 FF
HOME
320.54 FF
HOME
325.95 FF
HOME
328.9 FF
HOME
329.9 FF
HOME
332.0 FF
HOME
313.07 FF311.15 FF309.23 FF307.31 FF305.40 FF303.30 FF
303.2 FF
HOME
301.9 FF
HOME
299.56 FF
HOME
298.36 FF
HOME
296.58 FF
HOME
W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W
SS SS SS SS SS SS SS SS SS SS SS SS SS SS
W
W
W
W
W
W
W
W
W
W
W
W
W
W
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
SS
SS SS SS SS SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
(326.97 RIM)
(320.93 INV)
325.05 RIM
321.67 INV
325.60 RIM
322.22 INV
322.42 INV
323.62 INV
324.82 INV
331.80 RIM
326.02 INV
SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SD
SD
SD
SD
SD
SD
SD
SD
SD
SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS
287.05 RIM
(282.0 INV)
297.94 RIM
290.52 INV
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS SS SS SS SS SS
314.4 RIM
(310.4 INV)
304.6 RIM
296.5 INV
305.00 RIM
297.18 INV 310.84 RIM
303.77 INV
313.65 RIM
(308.3 INV)
W
W
W
W
W
W
W
W
W
W
W
W
W
S
S
S
S
316.44 RIM
310.54 INV
SS
SS
SS
SS
SS
SS
SS
SS
SS SS
SS SS
SS SS
W
W
W
WWWWWWWWWW
W
W
W
W
W
W
W
W
W
W
W
W
W
W
SS
SS
SS
SS
SS
SS
SSSSSSSS
W
W
SS
SS SS
SS
SS
SS
(281.6 INV)283.6 INV
291.6 INV
301.6 INV
SD SD SD SD SD SD SD SD
PE
R
F
PE
R
F
PE
R
F
PE
R
F
PE
R
F
PE
R
F
PE
R
F
PE
R
F
PE
R
F
PE
R
F
PE
R
F
PE
R
F
PE
R
F
PE
R
F
SD
SD
SD
SD
SD
SD
SD
SD
324.1 TG
322.85 INV
320.0 INV
316.5 TG
313.0 INV
314.15 TG
312.9 INV
310.5 INV
313.5 TG
310.1 INV
PERF PERF PERF PERF
SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD
SD
SD
SD
SD
PERF PERF
SD
SD
PERF PERF
SD
SD
PERF PERF
SD
SD
PERF PERF
SD
SD
PERF PERF
SD
SD
PERF PERF
SD
SD
PERF PERF
SD
SD
PERF PERF
SD
SD
PERF
286.0 RIM
282.5 INV
285.3 RIM
282.8 INV
SD SD SD SD SD
PERF PERF
SD
PERF PERF
SD
PERF PERF
SD
PERF PERF
SD
PERF PERF
SD
PERF PERF
SD
SD SD SD
PE
R
F
SD SD SD SD
PE
R
F
SD SD SD SD
PE
R
F
SD SD
PE
R
F
SD
PE
R
F
SD
PE
R
F
PE
R
F
SD
SD
SD
SD
SD
PERF
W
W
W
314.8 TG
313.55 INV
312.8 INV
316.3 RIM
312.0 INV
298.3 RIM
294.0 INV
298.5 TG
297.25 INV
W
W W
SS
SD SD
315.70 TG
310.85 INV
SD SD SD SD
SD SD SD SD
SD SD SD SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
301.55 TG
297.5 INV
MA
T
C
H
L
I
N
E
:
S
E
E
S
H
E
E
T
T
T
M
-
5
1
1
1
1
1
1
1
3
3
3
3
3
3
3
411
4 11
1
1
5
8
8
8
9
8
8
8
8
888888888
8
8
8 8 8 8 8 8
8
8
8
8
9
9
9
9
7
7
7
77
7
7
8 25
11
11
11
121212121212
12
12
12
12
12
12
12
12
12 12 12 12 12 12 12 12 12
12
12
12
12
12
12
12
12
14
14
15151515151515
15
15
15
15 15
15 15 15 15
16
16
16
26
17
17
1723
17
17
17
7 7
7 719
19
19
19
19
19
19
19
19 19 19 19 19 19
19 19 19 19 19 19 19 19 19 19 19
19
19
19
19
19
20
20
20
21
23
23
24
24
24
24
27 27
24
24
24
20
16
16
DATE:
SHEET NUMBER:
TTM-4
JOB#:21146
November 19, 2021
WESTMONT SUBDIVISION
TRACT 3157
PRELIMINARY UTILITIES
( IN FEET )
1 INCH = FT.
15 3030
30
600
SPECIFIC CONSTRUCTION NOTES:
1 EXISTING 6" WATER MAIN TO REMAIN.
2 EXISTING 8" VCP SEWER MAIN.
3 EXISTING SEWER LINE SECTION TO BE ABANDONED OR REMOVED.
4 CONNECT TO EXISTING 6" VCP SEWER MAIN.
5 CONNECT TO EXISTING SEWER MANHOLE.
6 CONNECT TO EXISTING WATER MAIN.
7 INSTALL 6" SEWER LINE.
8 INSTALL 4" SEWER LATERAL.
9 INSTALL 4" SEWER LATERAL WITH BACKFLOW PREVENTER.
10 INSTALL SEWER SUMP PUMP WITH 2" PRESSURIZED LINE.
11 INSTALL SEWER MANHOLE.
12 INSTALL 1" WATER LINE TO 1" WATER METER.
13 INSTALL 6 " WATER LINE.
14 INSTALL FIRE HYDRANT.
15 INSTALL 6" STORM DRAIN LINE.
16 INSTALL 8" STORM DRAIN LINE.
17 INSTALL 12" STORM DRAIN LINE.
18 INSTALL 18" STORM DRAIN LINE.
19 INSTALL 12" ROUND DRAIN INLET.
20 INSTALL 18" SQUARE CATCH BASIN.
21 INSTALL 24" SQUARE CATCH BASIN.
22 INSTALL 36" SQUARE BUBBLER BASIN.
23 INSTALL STORM DRAIN MANHOLE.
24 INSTALL 4" STORM DRAIN LINE WITH 4" POP-UP EMITTER.
25 CONNECT TO EXISTING SEWER LATERAL.
26 INSTALL 12" ROUND BUBBLER.
27 EXISTING WATER LINE TO WATER METER TO REMAIN. RESET METER BOX TO
GRADE.
#
298.5 FF
292.0 FF
296.7 FF
GARAGE
296.7 FF
HOME
294.7 FF
HOME
294.2 FF
GARAGE
291.1 FF
GARAGE
293.1 FF
HOME
289.3 FF
GARAGE
287.2 FF
GARAGE
291.3 FF
HOME
289.2 FF
HOME
285.95 FF
GARAGE
287.95 FF
HOME
303.2 FF
HOME
301.9 FF
HOME
299.56 FF
HOME
298.36 FF
HOME
296.58 FF
HOME
294.66 FF
HOME
291.83 FF
HOME
288.68 FF
HOME
W W W W
SS
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
(283.59 RIM)
(278.06 INV)
SS SS SS SS SS
SS
SS
SS
SS
SS
SS
SS
SS
SD
SD
SD
SD
SD
SD
SD
SD
SD
SS SS SS SS SS
287.05 RIM
(282.0 INV)
297.94 RIM
290.52 INV
SS
SS
SS
SS
SS
SS
SS
SS
SS
304.6 RIM
296.5 INV
W
W
W
W
W
W
W
W
W
W
W
W
W
W
SS
SS
SS
SS
W
W
SS
SS SS
SS
SS
SS
(281.6 INV)
SD
SD
PERF
286.0 RIM
282.5 INV
285.3 RIM
282.8 INV
SD SD SD SD SD SD SD SD SD SD
284.00 TG
280.7 INV
SD
SD SD SD
PE
R
F
SD SD SD SD
PE
R
F
SD SD SD SD SD
PE
R
F
SD SD SD SD
PE
R
F
SD SD SD SD
PE
R
F
SD SD SD SD SD
PE
R
F
PE
R
F
SD
SD
SD
SD
SD
PERF
W
W
W
PERF
PE
R
F
PE
R
F
SD
SD SD SD SD W
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
W
W
W
W
W
W
W
W
W
W
W
W
SS SS SS SS
W W W W W W W W
W
W
W
WWW
W W W W W
W
W W W W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
(294.65 RIM)
(288.65 INV)
SS SS
SS
SS
SS
SSSS
SS
293.55 RIM
289.36 INV out
(291.8 AC)
289.23 INV SS
SS
SS SS SS
290.19 INV
SS
291.12 INV
SS
SS
289.41 INV
290.0 INV
SD
SD
SD
SD
SD
SD
SD
SD
SD
MA
T
C
H
L
I
N
E
:
S
E
E
S
H
E
E
T
T
T
M
-
4
RIPARIAN LIMITS
RIPARIAN LIMITS
RIPARIAN LIMITS
RIPARIAN LIMITS
1
1
1
3
3
411
8
8
8
8
8
8
9
9
9
9
7
7
7
11
12
12
12
12
12
12
12
12 14
15
15
1723
17
17
17
7
18
19
19
19
19
19
19
19
19
19
19
21
23
24
24
24
24
24
24
24
22
12
2
6
7 8 8
8
10
10
10
10
10
11
12 12
12
12
12
12
13
13
13
14
24
24
19
19
7
5
16
DATE:
SHEET NUMBER:
TTM-5
JOB#:21146
November 19, 2021
WESTMONT SUBDIVISION
TRACT 3157
PRELIMINARY UTILITIES
( IN FEET )
1 INCH = FT.
15 3030
30
600
SPECIFIC CONSTRUCTION NOTES:
1 EXISTING 6" WATER MAIN TO REMAIN.
2 EXISTING 8" VCP SEWER MAIN.
3 EXISTING SEWER LINE SECTION TO BE ABANDONED OR REMOVED.
4 CONNECT TO EXISTING 6" VCP SEWER MAIN.
5 CONNECT TO EXISTING SEWER MANHOLE.
6 CONNECT TO EXISTING WATER MAIN.
7 INSTALL 6" SEWER LINE.
8 INSTALL 4" SEWER LATERAL.
9 INSTALL 4" SEWER LATERAL WITH BACKFLOW PREVENTER.
10 INSTALL SEWER SUMP PUMP WITH 2" PRESSURIZED LINE.
11 INSTALL SEWER MANHOLE.
12 INSTALL 1" WATER LINE TO 1" WATER METER.
13 INSTALL 6 " WATER LINE.
14 INSTALL FIRE HYDRANT.
15 INSTALL 6" STORM DRAIN LINE.
16 INSTALL 8" STORM DRAIN LINE.
17 INSTALL 12" STORM DRAIN LINE.
18 INSTALL 18" STORM DRAIN LINE.
19 INSTALL 12" ROUND DRAIN INLET.
20 INSTALL 18" SQUARE CATCH BASIN.
21 INSTALL 24" SQUARE CATCH BASIN.
22 INSTALL 36" SQUARE BUBBLER BASIN.
23 INSTALL STORM DRAIN MANHOLE.
24 INSTALL 4" STORM DRAIN LINE WITH 4" POP-UP EMITTER.
25 CONNECT TO EXISTING SEWER LATERAL.
26 INSTALL 12" ROUND BUBBLER.
27 EXISTING WATER LINE TO WATER METER TO REMAIN. RESET METER BOX TO
GRADE.
#