TENTATIVE
ENGINEER
PROACTIVE ENGINEERING
ASSESSOR'S PARCEL NO'S
488-190-005, 488-190-027 & 488-190-028
0 300200100100
VICINITY MAP
ALESSANDRO BLVD
OF
PREPARED BY:
DILLON M. STRAND RCE #91273
DESCRIPTIONDATEREVISION
DATE
TENTATIVE TRACT MAP
ENGINEERING CONSULTANTS
200 South Main Street, Suite 300
Corona, CA 92882 (951) 280-3300
ENGINEER SEAL:
1 DON READ CORPORATION
501 MERCURY LANE
(714) 529-9599
LAND USE
LEGAL DESCRIPTION
CACTUS AVENUE
COTTONWOOD AVENUE
NASON STREET
OLIVER STREET
MORENO BEACH DRIVE
OLIVER STREET
BAYAVE
NOTES
LEIGHTON GROUP
17781 COWAN
IN THE CITY OF MORENO VALLEY, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA
STA TE OF CA FORN
A
NO. 91273
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0.520.520.530.520.810.830.010.010.05
STREET
STREET
STREET
STREET
STREET
STREET
STREET
STREET
N
0.10 APPLICANT / OWNER
HIGHPOINTE MV, LLC
INDEX MAP
TITLE SHEET
0.560.130.040.040.05
EASEMENTS
4 5
6 4
FEBRUARY 2024
FUTURE IMPROVEMENTS
PER TRACT 38442
S
EASEMENTS
APN 488-190-028
INGRESS/EGRESS
(FUTURE TRACT)
INGRESS/EGRESS
INGRESS/EGRESS
0.69 PROPOSED STREET GRADE
S
W
EXISTING CONTOUR
TRACT BOUNDARY
CURB & GUTTER (PROP)
EASEMENT
STREET LIGHT
CATCH BASIN (PROP)
FIRE HYDRANT
LOT LINE (PROP)
STREET CENTER LINE
STORM DRAIN LINE (PROP)
SANITARY SEWER LINE (PROP)
DOMESTIC WATER LINE (PROP)
2.0%
STORM DRAIN LINE (EXIST)
SANITARY SEWER LINE (EXIST)
DOMESTIC WATER LINE (EXIST) W
S
CATCH BASIN (EXIST)
205
PROPOSED LOT No./LETTERED
PAD LINE
EXISTING LOT LINE
FH
UNIT NUMBER
LEGEND
52 LINE OF SIGHT
PAD ELEVATION
RETAINING WALL (PROP)
COMMUNITY WALL
RESTRICTED USE AREA
584.0
1 EASEMENT FINAL MAP
2 3
4 EASEMENT FINAL MAP
EASEMENT FINAL MAP
EASEMENT FINAL MAP
{\fAptos Narrow|b0|i0|c0;4888
{\fAptos Narrow|b0|i0|c0;6288
{\fAptos Narrow|b0|i0|c0;6000
0.05T
0.05 MAINTENANCE BY
PEN22-0130
5 EASEMENT FINAL MAPEMWD
LOT P PER TRACT 38442
E 6,278,000
E 6,277,800
E 6,277,600
E 6,277,400
E 6,277,200
E 6,277,000
E 6,276,800
E 6,276,600
1607.1
1603.7
1604.6
1612.7
BRUSH
BRUSH
BRUSH
BRUSH
1626.2
1624.5
1626.7
1626.2
1626.3
1624.8
1624.4
1630.5
1630.8
1630.3
1630.5
1631.2
1636.4
1637.5
1639.1
1638.7
1638.3
1636.5
1635.7
1637.6
1636.9
1635.9
1636.6
1635.3
1630.4
1627.6
1627.3
1624.4
1624.5
1623.8
1619.9
1618.6
1626.5
1627.3
1626.5
1625.7 1625.5
1624.8
1624.5
1622.5
1625.3
1626.5
1639.6
1638.7
1637.6
1637.7
1640.9
1636.2 1635.7
1635.4
1635.5 1635.8 1636.2
1631.4
1627.4
1627.8
1627.4
1624.6
1624.3
1621.6
1620.5
1620.8
1618.6
1627.7
1608.4
1607.6 1604.4
1606.4
1605.3
1603.4
1603.5
1605.5 1605.5
1599.9
1603.8
1605.4
1605.5
1603.6
1603.6
1605.5
1609.4
1617.6
1617.5
1616.3
1614.7
1614.2
1613.3
1613.3
1609.4
1608.4
1609.7
1611.6
1610.6
1606.7
1603.4
1604.6
1609.1
1608.4
1604.6
1602.4
1602.5
1603.5
1604.4
1607.3
1604.6
1602.4
1604.5
1607.2
1608.7
1604.5
1604.4
1608.6
1621.8
1622.5
1622.5
1622.1
1621.2
1612.8
1609.5
OBSCURED
OBSCURED
BRUSH
MB
1636.42
6 1615.12
2 HV
POOL
POOL
ROCKS
DEBRIS
DEBRIS
COTTONWOOD AVE
MARTHA CRAWFORD ST
120' 80' 40' 40'
0 SCALE 1"=
CONTOUR INTERVAL
1'
40'
DRAFTING PHOTOGRAMMETRY REPRODUCTION CADMAPS
FAX (714) 529-2537
TEL. (714) 529-9599
501 MERCURY LANE, BREA, CALIFORNIA 92821
CORPORATION
DON READ
6-25-202121041
GROUND CONTROL (ID X Y Z)
1 6277998.445 2280275.538 1617.168 (HV)
2 6278034.150 2280014.474 1615.116 (HV)
3 6278133.459 2278707.189 1576.507 (HV)
4 6276731.589 2279526.272 1601.863 (HV)
5 6276535.139 2278701.633 1588.982 (HV)
6 6276543.549 2281352.126 1636.425 (HV)
7 6278154.326 2281321.862 1642.850 (HV)
1615
1620
1620
1620
1625
1635
1640
1630
1630
1605
1625
16251620
1615SUNSET CROSSINGS DR
CEDAR COURT
COTTONWOOD AVE.
BAY AVECELESTIAL RD
SUNSET CROSSINGS DR
SUNDANCE ST
NIGHT STAR AVE
EVENING SUN LN
AMBER SKY PL
CELESTIAL RD
MOONRAY AVELOT 'A'
LOT 'B'
LOT 'I'
LOT 'C'LOT 'D'LOT 'E'LOT 'H'
LOT 'G'
LOT 'F'
LOT 'J'
LOT 'M'
LOT 'N'LOT 'O'LOT 'P'
BAY AVE
LOT 'T'
LOT 'Q'
LOT 'L'
WQ BASIN
LOT 'K'
LOT 'R'
LOT 'S'
LOT 'U'
90 91
92 93
94 95
96 97
98 100 99101102104107
108
105
110 111109 112
115
114
116118119 117121
122 124123 125 126
129
128
130132 131133
103106
113
120
127
134135
1 2 3 4 5
6 8
9101112131415161718192021222324252627282930313233
34 35
36 37
38 39
40 41
42 43
44 45
46 47
48 49
50 51
52 53 54
55 56
57 58
59 60
61 62 63
64 65
66 67
68 69
70 71 72
73 74
75 76
78 79
80 81
82 83
85 86
87 88
89 84
\A1;22'
\A1;40'
\A1;73'
\A1;22'\A1;33'
\A1;18'
OF
PREPARED BY:
DILLON M. STRAND RCE #91273
DESCRIPTIONDATEREVISION
DATE
ENGINEERING CONSULTANTS
200 South Main Street, Suite 300
Corona, CA 92882 (951) 280-3300
ENGINEER SEAL:
2 STA TE OF CA FORN
A
NO. 91273
C
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6' 5'
66'
6.5'
2%%%
33' 33'
22' 22'
S'LY EX
88'
2%%%
44' 44'
S'LY PR
30'
TENTATIVE TRACT MAP
SECTIONS/DETAILS
N'LY PR
12'
4'
\A1;5'
488-190-003
EXISTING
488-190-034
2:1 SLOPE
\A1;2'
3'
1% MINIMUM
1% MINIMUM
2:1 MAX SLOPE
2:1 MAX SLOPE
12'
3'
648.5
42 2'
2'
3.5'
10'
6.5'
3.5'
10'
56'
6.5'
2%%% 2%%%
28' 28'
18' 18'
6.5'
2%%%
EXISTING
488/017-022
\A1;5'
3' V-DITCH
\A1;2'
2:1 SLOPE
488-190-032
\A1;5'
3' V-DITCH
488-190-032
EXISTING
2:1 SLOPE
\A1;2'
20'
2:1 SLOPE
\A1;2'
WALL
6'
2%%%
AVENUE
4:1 SLOPE
2:1 SLOPE 2%%%
SIDEWALK
6.5'
3.5'
SIDEWALK
5'
6'
2%%%
4:1 SLOPE
2:1 SLOPE
SIDEWALK
11'
\A1;2'
5'
6'
2%%%
SIDEWALK
11' 24'
5'
6'
2%%%
SIDEWALK
11' 24'
2:1 SLOPE
\A1;2'
12'
2%%%
6.5'
EXISTING GROUND
\A1;%%P15'
2%%%
6.5'
SUNSET
EXISTING GROUND
\A1;%%P15'
4:1 SLOPE
2:1 SLOPE
2:1 SLOPE
4:1 SLOPE
2:1 SLOPE
S'LY
2%%%
S'LY
8'
6.5'
\A1;5'
\A1;5'
\A1;2'
2:1 SLOPE
488-190-004
\A1;2'\A1;2'
20'
2%%%
6.5'
EXISTING GROUND
\A1;%%P15'
\A1;%%P9'
2:1
2:1 SLOPE
\A1;2'
\A1;2'
FEBRUARY 2024
32'
2%%% 6.5'
8'
6.5' 6'
66'
5'
33' 33'
22' 22'
S'LYN'LY
EX
11'7'
EX
3' LNSCP
7'
6.5'
6.5'
73'
33' 40'
22' 22'
N'LY
EX
7'
S'LY
EX
N'LY EX
32'
4'
EX
2:1 SLOPE
30'
\A1;5'\A1;2'
AVENUE
SUNSET
SUNSET
SUNSET
SUNSET
SUNSET
\A1;8'
TENTATIVE TRACT MAP NO. 38443
0 120804040
OF
PREPARED BY:
DILLON M. STRAND RCE #91273
DESCRIPTIONDATEREVISION
DATE
ENGINEERING CONSULTANTS
200 South Main Street, Suite 300
Corona, CA 92882 (951) 280-3300
ENGINEER SEAL:
IN THE CITY OF MORENO VALLEY, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA
STA TE OF CA FORN
A
NO. 91273
C
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TENTATIVE TRACT MAP
FEBRUARY 2024
TENTATIVE MAP
PER TRACT 38442
FUTURE IMPROVEMENTS
PROPOSED STREET GRADE
S
W
EXISTING CONTOUR
TRACT BOUNDARY
CURB & GUTTER (PROP)
EASEMENT
STREET LIGHT
CATCH BASIN (PROP)
FIRE HYDRANT
LOT LINE (PROP)
STREET CENTER LINE
STORM DRAIN LINE (PROP)
SANITARY SEWER LINE (PROP)
DOMESTIC WATER LINE (PROP)
2.0%
STORM DRAIN LINE (EXIST)
SANITARY SEWER LINE (EXIST)
DOMESTIC WATER LINE (EXIST) W
S
CATCH BASIN (EXIST)
205
PROPOSED LOT No./LETTERED
PAD LINE
EXISTING LOT LINE
FH
UNIT NUMBER
LEGEND
52 LINE OF SIGHT
PAD ELEVATION
RETAINING WALL (PROP)
COMMUNITY WALL
RESTRICTED USE AREA
584.0
\A1;22'\A1;22'
\A1;33'
\A1;33'
\A1;66'
LOT P PER TRACT 3844230''G
30''G30''G30''G
30''G
30''G
30''G30''G24''W
24''W24''W24''W24''W24''W24''W3''G
3''G3''G3''G3''G3''G3''G
\A1;11'
DYH
\A1;5.25'
*
* *
* *
*
*
*
********** ************
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
1612.7
BRUSH
BRUSH
BRUSH
1630.5
1630.8
1630.3
1630.5
1631.2
1636.4
1637.5
1639.1
1638.7
1638.3
1636.5
1635.7
1637.6
1636.9
1635.9
1636.6
1635.3
1630.4
1627.6
1627.3
1624.4
1624.5
1623.8
1619.9
1618.6
1624.5
1622.5
1625.3
1626.5
1639.6
1638.7
1637.6
1637.7
1640.9
1636.2 1635.7
1635.4
1635.5 1635.8 1636.2
1631.4
1627.4
1627.8
1627.4
1624.6
1624.3
1621.6
1620.5
1620.8
1609.4
1617.6
1617.5
1616.3
1614.7
1614.2
1613.3
1613.3
1608.7
1608.6
1621.8
1622.5
1622.5
1622.1
1621.2
1612.8
OBSCURED
OBSCURED
BRUSH
MB
POOL
POOL
COTTONWOOD AVE
1615
1620
1620
1620
1625
1635
1640
1630
1630
WALL
WALL
= 4 0 0
'
EX 24" DW
EX 8" DW
EX 24" DW
FHFH
3 4
\A1;5'
\A1;5'
100.00'
90.00'
100.00'
100.00'
100.00'
100.00'
100.00'
100.00'
100.00'
100.00'
100.00'
45.00'45.00'45.00'45.00'45.00'45.00'45.00'45.00'45.00'36.02'
45.00'45.00'45.00'45.00'45.00'45.00'45.00'45.00'45.00'50.00'
20.52'19.80'103.16'
118.31'
53.67'
52.77'
5.87'
56.49' 65.00' 65.00' 65.00' 34.31'
70.50' 65.00' 65.00' 65.00' 65.00' 65.00' 70.01'
694.94'694.94'
86.58'
60.00' 54.37'
2:1
2:1
2:1 2:1
2:1
15%
4:1
2:1
608.3
609.6
610.9
612.1
612.9
612.5
613.1
613.7
614.3
614.8
615.4
615.4
614.8
614.3
613.7
613.1
612.5
611.9
611.4
610.9
619.2
619.7
620.3
620.5
619.9
619.3
618.8
618.2
617.6
622.9
623.3
623.7
624.2
624.6
625.1
625.4
624.9
624.4
623.4
623.6
624.0
624.3
624.6
625.1
625.4
624.9
624.6
619.2
619.7
620.3
620.5
619.9
619.3
618.8
618.2
617.7
614.3 614.6 615.1 615.5 616.0 616.4 616.9 617.3 617.8 618.2 618.7 619.1 619.6 620.2 621.0 621.8 622.5 624.1 624.9 625.7 626.5 627.2 628.0623.3 613.2611.5609.8608.0606.3605.8 614.9
618.0
619.1
620.0
625.6 626.4 627.1 627.8 628.4
629.0
629.5
629.0
628.8
2:1
4:1
100.00'
100.00'
100.00'
100.00'
100.00'
100.00'
100.00'
100.00'
100.00'
100.00'
100.00'
100.00'
100.00'
100.00'
122.73'
100.00'
100.00'
100.00'
100.00'
100.00'
100.00'
100.00'
100.00'
100.00'
100.00'
100.00'
45.00' 45.00' 45.00' 45.00' 45.00' 45.00' 45.00'
45.00' 45.00' 45.00' 45.00' 45.00' 45.00' 45.00' 45.00' 45.00' 45.00' 45.00' 45.00' 45.00' 96.22'
50.00'45.00'45.00'45.00'45.00'45.00'
61.52'60.00'60.00'60.00'60.00'
50.02'
100.00' 100.00'
100.00' 100.00'
45.00'
100.00' 100.00'
45.00'45.00'
100.00' 100.00'
100.00'
45.00'
100.00'
99.99'100.30'
101.68' 100.05'
45.04'
103.09' 100.05'
45.04'45.02'
104.57' 100.05'
50.02'45.00'45.00'45.00'45.00'45.00'45.02'45.02'
100.00' 100.00'
100.00' 100.00'
100.00' 100.00'
100.00' 100.00'
100.00' 100.00'
100.05' 100.05'
100.05' 100.05'
100.05' 100.05'
20.51'
20.25'
20.52'
20.84'
20.19'
85.00' 85.00'
115.53'
115.53'
115.53'
115.08'
113.64'
112.20'
110.76'
85.00' 85.00'86.00' 85.00'
46.50'60.00'60.00'60.00'60.00'
35.02'45.00'45.00'45.00'
35.00'45.00'45.00'45.00'45.00'45.00' 45.00'45.00'
45.00'45.00'
35.04'45.00'45.00'45.00'45.00'35.89'45.02'
35.00'45.00'45.00'45.00'45.00'45.02'45.02' 45.02' 45.00'
35.04'45.00'45.00'45.00'45.00'45.02'45.02'
45.00'45.02'
93.77' 61.05'61.05'93.77'
170.09'
20.19' 35.00'45.00'45.00'45.00'45.00'10.56'45.02'23.56'45.02'
50.02'45.00'
45.00'45.00'45.00'45.00'45.00'45.00'
95.49' 346.33'
45.00'45.00'45.00'45.00'45.00'45.00'45.00'
105.04'
105.05'
45.02'
45.00'45.00'
86.07'45.00'
60.18'
100.54' 30.00' 45.00' 45.00'
110.00'
110.00'
110.00'
112.96'
124.54'
45.00'
2%
2%
2%
45.00'
19.80'
20.78'
20.84'
20.52'
64.00'60.00'60.00'
65.00' 2 4 8 4
'
5 6
3 '
8 0
'
2 1 0 5
'
2 5 0 5
'
3 6 9 1
'
3 1
6 '
3 1
6 '
4 2
3 5
'
15%4:1
2:1
4:1
2:1
4.8%
2%
2%
7%
6%
2:1
100.05'100.05'
19.89'
19.11'
101.45'
101.46'
50.59'
4 4 6
'
118.76'
100.80'
65.65'
\A1;22'\A1;22'
\A1;66'
488-190-034
MVUSD
488-190-004
LORD OF LIFE LUTHERAN CHURCH
488-190-003
EXISTING
RESIDENTIAL
488-190-006
EXISTING
RESIDENTIAL
488-190-011
EXISTING
RESIDENTIAL
488-180-028
LIANG CHYR CHANG
SUNSET CROSSINGS DRCOTTONWOOD AVE.
BAY AVE
CELESTIAL RD
SUNSET CROSSINGS DRNIGHT STAR AVE
EVENING SUN LNCELESTIAL RD
MOONRAY AVE
LOT 'A'
LOT 'B'
LOT 'I'
LOT 'C'
LOT 'D'
LOT 'E'
LOT 'J'
LOT 'M'
LOT 'N'LOT 'O'LOT 'P'
LOT 'T'
LOT 'L'
WQ BASIN
488-190-017
EXISTING
RESIDENTIAL
90 91
122 124123 125 126
129
128
130132 131133
127
134135
5 6
8 9101112131415161718192021222324252627282930313233
34 35
36 37
38 39
40 41
42 43
44 45
46 47
48 49
50 51
52 53 54
55 56
57 58
59 60
61 62 63
64 65
66 67
68 69
70 71 72
73 74
75 76
78 79
80 81
82 83
85 86
87 88
89 84
1 2 3LOT 'K'
LOT 'S'
LOT 'U'
= 4 0 0
'
2 \A1;5'
1 \A1;5'
\A1;10'
W/ 3 36" CULVERTS
5 \A1;88'
\A1;44'\A1;64'
\A1;32' \A1;32'
624 BOT
12,330 SF BOT
\A1;20'
625
630
635
635
635
635
630
625
630
1595
1600
1605
\A1;8.163'
TENTATIVE TRACT MAP NO. 38443
0 120804040
OF
PREPARED BY:
DILLON M. STRAND RCE #91273
DESCRIPTIONDATEREVISION
DATE
ENGINEERING CONSULTANTS
200 South Main Street, Suite 300
Corona, CA 92882 (951) 280-3300
ENGINEER SEAL:
4 IN THE CITY OF MORENO VALLEY, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA
STA TE OF CA FORN
A
NO. 91273
C
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N
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ANOSSEFORP
DER
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D
ON M
.
S T
R
A
N
D
TENTATIVE TRACT MAP
FEBRUARY 2024
TENTATIVE MAP
HSUN DA YANG
488-210-007
PROPOSED STREET GRADE
S
W
EXISTING CONTOUR
TRACT BOUNDARY
CURB & GUTTER (PROP)
EASEMENT
STREET LIGHT
CATCH BASIN (PROP)
FIRE HYDRANT
LOT LINE (PROP)
STREET CENTER LINE
STORM DRAIN LINE (PROP)
SANITARY SEWER LINE (PROP)
DOMESTIC WATER LINE (PROP)
2.0%
STORM DRAIN LINE (EXIST)
SANITARY SEWER LINE (EXIST)
DOMESTIC WATER LINE (EXIST) W
S
CATCH BASIN (EXIST)
205
PROPOSED LOT No./LETTERED
PAD LINE
EXISTING LOT LINE
FH
UNIT NUMBER
LEGEND
52 LINE OF SIGHT
PAD ELEVATION
RETAINING WALL (PROP)
COMMUNITY WALL
RESTRICTED USE AREA
584.0
\A1;11'
D
Y
H
\A1;5.25'
*
*
*
*
*
*
*
*
*
*
*
****
* * * *
***
* **
1607.1
1603.7
1604.6
BRUSH
1626.2
1624.5
1626.7
1626.2
1626.3
1624.8
1624.4
1630.5
1630.8
1626.5
1627.3
1626.5
1625.7 1625.5
1624.8
1624.5
1622.5
1618.6
1627.7
1608.4
1606.4
1605.3
1605.5 1605.5
1605.4
1605.5
1605.5
1609.4
1611.6
1610.6
1606.7
1609.1
1608.4
1604.6
1604.4
1607.3
1604.5
1607.2
1608.7
1604.5
1608.6
BRUSH
ROCKS
DEBRIS
MARTHA CRAWFORD ST
1630
1605
1625
16251620
1615
488/017-022
EXISTING
RESIDENTIAL
488-190-029
RLS LIVING TRUST
488-190-032
RLS LIVING TRUST
SUNSET CROSSINGS DRCELESTIAL RD
SUNDANCE ST
AMBER SKY PL
\A1;28' \A1;28'
\A1;56'
\A1;56'
\A1;28' \A1;28'
\A1;66'
\A1;22' \A1;22'LOT 'A'
LOT 'H'
LOT 'G'
LOT 'F'LOT 'O'
BAY AVE
LOT 'Q'LOT 'L'
\A1;22'
\A1;56'\A1;28' \A1;28'
\A1;18'
\A1;73'LOT 'A'
488-190-017
EXISTING
RESIDENTIAL
STREET
MARTHA CRAWFORD
90 91
92 93
94 95
96 97
98 100 99101102104107
108
105
110 111109 112
115
114
116118119 117121
122 124123 125 126
129
128
130132 131133
103106
113
120
127
134135
LOT 'R'
\A1;22'
\A1;11'
4 4
4 =
0 0
2 4
'
1 6
8 6
"
=
1 4
6 0
6 6
5 '
=
1 0
3 1
'
19.80'
53.53' 66.40' 66.40' 66.40' 66.40' 66.40'
95.00'
110.00'100.00'
110.00'100.00'
110.00'100.00'
110.00'100.00'
110.00'100.00'
110.00'100.00'
95.00'85.00'
53.50' 66.40' 66.40' 66.40' 66.40' 66.40' 51.02'
67.52' 66.40' 66.40' 66.40' 66.40' 66.40' 66.01'
56.52' 65.00' 65.00' 65.00' 65.00' 65.00' 55.00'
95.00' 103.16'
110.00'
110.00'
110.00'
110.00'
110.00'
110.00' 118.31'
95.00' 53.67'
52.77'
5.87'
56.49' 65.00' 65.00' 65.00' 34.31'
70.50' 65.00' 65.00' 65.00' 65.00' 65.00' 70.01'
59.21' 60.00' 60.00' 60.00' 60.00' 60.00' 22.34'
100.00'
100.00'
100.00'
100.00'
100.00'
100.00'
94.64'
98.76'
116.49'
86.58'
60.00' 60.00' 60.00' 60.00' 60.00' 54.37'
40.99'
20.98'
20.01'
60.00' 60.00' 60.00' 60.00' 60.00' 60.85' 84.49' 107.99' 2:12:1
2:1
2:1
2:1 2:1
75.00'
613.2611.5609.8608.0606.3605.8 614.9
619.2609.6 610.2 611.6 613.5 615.4 617.3
609.8 619.3610.3
613.2 613.7 622.5
619.8613.3 617.8616.2614.9613.9
614.9 616.4 618.2 620.5
611.6 613.5 615.5 617.4
618.0
619.1
620.0
620.6
621.2
621.8
622.4
623.0
623.7
621.8
624.0623.2
20.52' 93.77' 61.05'61.05'93.77'
105.04'
105.05'
105.00'
105.00'
105.00'
105.00'
96.29'
105.00'
35.35'
20.52'
20.52'
20.52'
20.52'
19.80'
20.78'
20.84'
64.00'60.00'60.00'60.00'60.00'60.00'60.00'62.24'110.75'
85.00'
90.00'
65.00' 2 4 8 4
'
5 6
3 '
8 0
'
1 9
'
3 3 4 8
'
46 05
'
4 8
6 '
2 1 0 5
'
58.26'
20+13.33
20+01.29
19+56.29
10+98.00
No 312463S
OF
PREPARED BY:
DILLON M. STRAND RCE #91273
DESCRIPTIONDATEREVISION
DATE
ENGINEERING CONSULTANTS
200 South Main Street, Suite 300
Corona, CA 92882 (951) 280-3300
ENGINEER SEAL:
5 STA TE OF CA FORN
A
NO. 91273
C
R
E
E
N
G
N
E
ANOSSEFORP
DER
E
T
S
G
E
R
D
ON M
.
S T
R
A
N
D
TENTATIVE TRACT MAP
PRELIMINARY GRADING AND UTILITY PLAN
0 120804040
PROPOSED STREET GRADE
S
W
EXISTING CONTOUR
TRACT BOUNDARY
CURB & GUTTER (PROP)
EASEMENT
STREET LIGHT
CATCH BASIN (PROP)
FIRE HYDRANT
LOT LINE (PROP)
STREET CENTER LINE
STORM DRAIN LINE (PROP)
SANITARY SEWER LINE (PROP)
DOMESTIC WATER LINE (PROP)
2.0%
STORM DRAIN LINE (EXIST)
SANITARY SEWER LINE (EXIST)
DOMESTIC WATER LINE (EXIST) W
S
CATCH BASIN (EXIST)
205
PROPOSED LOT No./LETTERED
PAD LINE
EXISTING LOT LINE
FH
UNIT NUMBER
LEGEND
52 LINE OF SIGHT
PAD ELEVATION
RETAINING WALL (PROP)
COMMUNITY WALL
RESTRICTED USE AREA
584.0
FEBRUARY 2024
LOT P PER TRACT 3844230''G
30''G30''G
30''G
30''G
30''G30''G30''G24''W
24''W24''W24''W24''W24''W24''W3''G
3''G3''G3''G3''G3''G3''G
1611.1
1615.3
1614.4
1612.7
1615.2
1611.71615.4
BRUSH
BRUSH
BRUSH
BRUSH
BRUSH
1623.4
1621.6
1620.5
1620.4
1621.4
1622.4
1630.5
1630.8
1630.3
1630.5
1631.2
1636.4
1637.5
1639.1
1638.7
1634.3
1632.6
1631.6
1633.5
1630.1
1626.4
1624.6
1623.6
1618.3
1619.2
1619.4
1621.5
1623.6
1625.4
1627.5
1628.9
1631.4
1633.8
1638.3
1636.5
1632.7
1630.4
1629.4
1628.6
1626.6
1625.6
1622.6
1620.4
1619.4
1617.5
1620.5
1621.5
1623.5
1625.3
1627.3
1628.4
1631.6
1633.4
1635.7
1637.6
1631.5
1629.6
1628.4
1626.6
1625.4
1623.6
1622.2
1620.4
1618.5
1617.5
1616.4
1618.5
1619.4
1621.6
1622.5
1624.5
1625.6
1627.6
1630.7
1631.7
1636.9
1635.9
1632.3
1630.5
1627.6
1626.5
1624.2
1623.3
1621.5
1618.4
1617.4
1616.3
1618.4
1620.6
1621.5
1623.6
1624.3
1626.4
1627.7
1629.7
1630.5
1636.6
1635.3
1630.4
1627.6
1627.3
1624.4
1624.5
1623.8
1619.9
1618.6
1623.2
1624.5
1621.6
1620.4
1622.7
1623.8
1620.1
1621.1
1622.5
1623.5
1625.3
1624.9
1626.5
1639.6
1638.7
1637.5
1635.9
1632.6
1631.5
1629.4
1628.4
1626.5
1624.5
1623.4
1620.6
1620.5
1621.5
1624.6
1626.4
1628.5
1629.5
1631.5
1632.7
1633.4
1637.6
1637.7
1640.9
1635.9
1632.6
1634.4
1629.6
1629.3
1626.4
1625.5
1624.2
1621.4
1619.4
1618.6
1619.4
1622.4
1623.5
1625.6
1627.4
1628.5
1630.6
1631.4
1633.4
1636.2 1635.7
1635.4
1630.2
1628.4
1626.5
1626.6
1624.1
1624.6
1621.4
1619.5
1617.6 1616.7
1617.5
1620.6
1622.4
1623.4
1625.2
1626.5
1628.2
1631.9
1633.1
1635.4
1635.5
1632.3
1630.6
1628.5
1626.6
1624.8
1624.4
1622.6
1621.3
1618.5
1617.6
1618.6
1620.4
1621.5
1623.6
1624.6
1625.5
1626.4
1628.4
1629.5
1633.2
1635.8 1636.2
1631.4
1627.4
1627.8
1627.4
1624.6
1624.3
1621.6
1620.5
1620.8
1618.4
1615.7
1619.8
1612.4
1611.2
1608.6
1609.4
1610.3
1611.7
1613.5
1616.4
1618.3
1619.2
1617.4
1615.4
1613.4
1611.4
1610.4
1610.4
1611.5
1613.6
1615.4
1617.4
1616.3
1617.4
1615.5
1614.6
1612.5
1610.8
1608.7
1607.8
1611.4
1612.8
1613.5
1614.8
1615.4
1615.5
1613.4
1613.4
1612.4
1610.9
1610.8 1611.7
1610.9
1611.5
1612.3
1613.4
1614.3
1615.6
1614.5
1613.7
1612.5
1611.8
1614.6
1614.7
1613.3
1614.6
1615.7
1615.5
1616.4
1617.6
1617.5
1616.3
1614.7
1614.2
1613.3
1613.3
1616.9
1618.7
1616.9
1615.4
1613.5
1612.3
1609.5
1608.7
1608.6
1611.2
1611.8
1613.4
1616.5
1617.4
1619.7
1619.3
1618.4
1616.5
1614.4
1612.6
1611.3
1609.7 1609.1
1610.6
1611.5
1614.6
1615.6
1615.9
1618.6
1617.4
1615.3
1614.7
1612.8
1611.6
1610.7
1609.5
1610.4
1611.7
1613.4
1614.3
1614.6
1616.4
1615.4
1613.6
1612.7
1612.4
1611.5
1610.8
1611.7
1611.8
1612.5
1613.6
1613.6
1615.4
1616.4
1615.6
1614.5
1613.6
1612.6
1613.3
1614.4
1613.5
1614.7
1615.6
1616.4
1617.2
1618.3 1621.8
1622.5
1622.5
1622.1
1621.2
1612.8
OBSCURED
OBSCURED
OBSCURED
OBSCURED
BRUSH
BRUSH
BRUSH
BRUSH
MB
PIPE
PIPE
PIPE
POOL
PIPE
POOL
POOL
PIPE
COTTONWOOD AVE
1610
1615
1615
1620
1615
1620
1620
1620
1625
1625
1635
1635
1630
1640
1635
1630
1630
1630
1625
1630
1620
1625
1620
1615
1610
\A1;11'
DYH
\A1;5.25'
*
* *
* *
*
*
*
********** ************
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
488-190-034
MVUSD
488-190-004
LORD OF LIFE LUTHERAN CHURCH
488-190-003
EXISTING
RESIDENTIAL
488-190-006
EXISTING
RESIDENTIAL
488-190-011
EXISTING
RESIDENTIAL
LIANG CHYR CHANG
488-190-017
EXISTING
RESIDENTIAL
90 91
92 122 124123 125 126
129
128
130132 131133
127
134135
5 6
8 9101112131415161718192021222324252627282930313233
34 35
36 37
38 39
40 41
42 43
44 45
46 47
48 49
50 51
52 53 54
55 56
57 58
59 60
61 62 63
64 65
66 67
68 69
70 71 72
73 74
75 76
78 79
80 81
82 83
85 86
87 88
89 84
1 2 3 4
16+00.00
16+19.86
1611.69
17+00.00 EVC
1604.53
18+00.00
1605.87
EX 8" DW
EX 24" DW
1604.16 TC
1603.66 FL
1612.26 TC
1611.76 FL
(622.5 EG)
(? EG)
LATERAL
1613.98 TC
1613.48 FL 1614.85 TC
1614.35 FL
1616.55 TC
1616.05 FL
1617.42 TC
1616.92 FL
1620.05 TC
1619.55 FL
1621.55 TC
1621.05 FL
1612.26 TC
1611.76 FL
1613.86 TC
1613.36 FL
1613.86 TC
1613.36 FL
1617.20 TC
1616.70 FL
1617.20 TC
1616.70 FL
1620.93 TC
1620.43 FL
1621.40 TC
1620.90 FL
1608.59 TC
1608.09 FL
1608.80 TC
1608.30 FL
1615.50 TC
1615.00 FL
1615.64 TC
1615.14 FL
1622.30 TC
1621.80 FL
1622.53 TC
1622.03 FL
20+00.00
19+00.00
18+00.00
17+00.00
16+00.00
15+00.00
14+00.00
13+00.00
10+00.00
14+99.97
1615.34
10+00.00
624 BOT
12,330 SF BOT
\A1;20'
625
630
635
635
635
635
630
16401639
1638.9 EG
1639.4 EG
1641.0 EG
1642.3 EG
625
630
1595
1600
1605
%%p2%
100.00'
90.00'
100.00'
100.00'
100.00'
100.00'
100.00'
100.00'
100.00'
100.00'
100.00'
45.00'45.00'45.00'45.00'45.00'45.00'45.00'45.00'45.00'36.02'
45.00'45.00'45.00'45.00'45.00'45.00'45.00'45.00'45.00'50.00'
20.52'19.80'95.00' 103.16'
118.31'
95.00' 53.67'
52.77'
5.87'
56.49' 65.00' 65.00' 65.00' 34.31'
70.50' 65.00' 65.00' 65.00' 65.00' 65.00' 70.01'
694.94'694.94'
86.58'
60.00' 54.37'
\A1;22'
A
A
I
I
N
N
M
M
F
F
\A1;11'
M
M
2:1
2:1
2:1 2:1
2:1
15%
4:1
2:1
608.3
609.6
610.9
612.1
612.9
612.5
613.1
613.7
614.3
614.8
615.4
615.4
614.8
614.3
613.7
613.1
612.5
611.9
611.4
610.9
619.2
619.7
620.3
620.5
619.9
619.3
618.8
618.2
617.6
622.9
623.3
623.7
624.2
624.6
625.1
625.4
624.9
624.4
623.4
623.6
624.0
624.3
624.6
625.1
625.4
624.9
624.6
619.2
619.7
620.3
620.5
619.9
619.3
618.8
618.2
617.7
614.3 614.6 615.1 615.5 616.0 616.4 616.9 617.3 617.8 618.2 618.7 619.1 619.6 620.2 621.0 621.8 622.5 624.1 624.9 625.7 626.5 627.2 628.0623.3 613.2611.5609.8608.0606.3605.8 614.9
618.0
619.1
620.0
625.6 626.4 627.1 627.8 628.4
629.0
629.5
629.0
628.8
2:1
4:1
100.00'
100.00'
100.00'
100.00'
100.00'
100.00'
100.00'
100.00'
100.00'
100.00'
100.00'
100.00'
100.00'
100.00'
122.73'
100.00'
100.00'
100.00'
100.00'
100.00'
100.00'
100.00'
100.00'
100.00'
100.00'
100.00'
45.00' 45.00' 45.00' 45.00' 45.00' 45.00' 45.00'
45.00' 45.00' 45.00' 45.00' 45.00' 45.00' 45.00' 45.00' 45.00' 45.00' 45.00' 45.00' 45.00' 96.22'
50.00'45.00'45.00'45.00'45.00'45.00'
61.52'60.00'60.00'60.00'60.00'
50.02'
100.00' 100.00'
100.00' 100.00'
45.00'
100.00' 100.00'
45.00'45.00'
100.00' 100.00'
100.00'
45.00'
100.00'
99.99'100.30'
101.68' 100.05'
45.04'
103.09' 100.05'
45.04'45.02'
104.57' 100.05'
50.02'45.00'45.00'45.00'45.00'45.00'45.02'45.02'
100.00' 100.00'
100.00' 100.00'
100.00' 100.00'
100.00' 100.00'
100.00' 100.00'
100.05' 100.05'
100.05' 100.05'
100.05' 100.05'
20.51'
20.25'
20.52'
20.84'
20.19'
85.00' 85.00'
115.53'
115.53'
115.53'
115.08'
113.64'
112.20'
110.76'
85.00' 85.00'86.00' 85.00'
46.50'60.00'60.00'60.00'60.00'
35.02'45.00'45.00'45.00'
35.00'45.00'45.00'45.00'45.00'45.00' 45.00'45.00'
45.00'45.00'
35.04'45.00'45.00'45.00'45.00'35.89'45.02'
35.00'45.00'45.00'45.00'45.00'45.02'45.02' 45.02' 45.00'
35.04'45.00'45.00'45.00'45.00'45.02'45.02'
45.00'45.02'
93.77' 61.05'61.05'93.77'
170.09'
20.19' 35.00'45.00'45.00'45.00'45.00'10.56'45.02'23.56'45.02'
50.02'45.00'
45.00'45.00'45.00'45.00'45.00'45.00'
95.49' 346.33'
45.00'45.00'45.00'45.00'45.00'45.00'45.00'
105.04'
105.05'
45.02'
45.00'45.00'
86.07'45.00'
60.18'
100.54' 30.00' 45.00' 45.00'
110.00'
110.00'
110.00'
112.96'
124.54'
45.00'
2%
2%
2%
45.00'
19.80'
20.78'
20.84'
20.52'
64.00'60.00'60.00'
65.00' 2 4 8 4
'
5 6
3 '
8 0
'
2 1 0 5
'
2 5 0 5
'
3 6 9 1
'
3 1
6 '
3 1
6 '
4 2
3 5
'
15%4:1
2:1
4:1
2:1
4.8%
2%
2%
7%
6%
2:1
H
H
E
E
N
N
K
K
M
M
100.05'100.05'
19.89'
19.11'
101.45'
101.46'
50.59'
4 4 6
'
118.76'
100.80'
65.65'
11+00.00
1621.52
12+00.00
1622.52
13+00.00
1623.45
14+00.00
1622.86
1613.11
1614.11
1615.12
1616.12
1617.13
1618.34
1620.06
1617.01
1621.80
1623.54
12+00.00
11+00.00
1625.28
1627.02
10+00.00
1620.82
10+00.00 BVC
1613.50
11+00.00 EVC
1612.29
15+00.00 BVC
1605.01
12+00.00
1610.47
13+00.00
1608.65
14+00.00
1606.83
16+00.00
1603.98
1611.39
16+19.86
1611.69
13+00.00
1617.45
14+00.00
1616.23
1616.12
14+00.00
1617.39
13+00.00
1618.58
12+00.00
11+00.00
1617.98
11+00.00
1617.98
12+00.00
1618.58
14+93.45
1615.35
14+93.06
1622.13
1607.26 TC
1606.76 FL
1609.54 TC
1609.04 FL
1614.24 TC
1613.74 FL
1616.45 TC
1615.95 FL
1620.95 TC
1620.45 FL
1603.65 TC
1603.15 FL
1603.65 TC
1603.15 FL
1616.53 TC
1616.03 FL
1614.18 TC
1613.68 FL
1623.23 TC
1622.73 FL
1638.78 TC
1638.28 FL
1623.45 TC
1622.95 FL
TO BE REMOVED
EX 24" DW
W/ 3 36" CULVERTS
\A1;88'\A1;64'
\A1;32'\A1;32'SUNSET CROSSINGS DR
SUNSET CROSSINGS DRBAY AVE
COTTONWOOD AVE.
MOONRAY AVE
CELESTIAL RD
EVENING SUN LN
NIGHT STAR AVE
0 120804040
OF
PREPARED BY:
DILLON M. STRAND RCE #91273
DESCRIPTIONDATEREVISION
DATE
ENGINEERING CONSULTANTS
200 South Main Street, Suite 300
Corona, CA 92882 (951) 280-3300
ENGINEER SEAL:
STA TE OF CA FORN
A
NO. 91273
C
R
E
E
N
G
N
E
ANOSSEFORP
DER
E
T
S
G
E
R
D
ON M
.
S T
R
A
N
D
TENTATIVE TRACT MAP
FEBRUARY 2024
PRELIMINARY GRADING AND UTILITY PLAN
HSUN DA YANG
488-210-007
PROPOSED STREET GRADE
S
W
EXISTING CONTOUR
TRACT BOUNDARY
CURB & GUTTER (PROP)
EASEMENT
STREET LIGHT
CATCH BASIN (PROP)
FIRE HYDRANT
LOT LINE (PROP)
STREET CENTER LINE
STORM DRAIN LINE (PROP)
SANITARY SEWER LINE (PROP)
DOMESTIC WATER LINE (PROP)
2.0%
STORM DRAIN LINE (EXIST)
SANITARY SEWER LINE (EXIST)
DOMESTIC WATER LINE (EXIST) W
S
CATCH BASIN (EXIST)
205
PROPOSED LOT No./LETTERED
PAD LINE
EXISTING LOT LINE
FH
UNIT NUMBER
LEGEND
52 LINE OF SIGHT
PAD ELEVATION
RETAINING WALL (PROP)
COMMUNITY WALL
RESTRICTED USE AREA
584.0
1607.1
1603.7
1604.6
1611.1
1615.3
1614.4
BRUSH
BRUSH
BRUSH
BRUSH
BRUSH
BRUSH
1626.2
1624.5
1626.7
1626.2
1621.5
1619.4
1619.6
1621.4
1626.3
1623.8
1622.7
1621.4
1621.6
1623.8
1623.7
1624.8
1623.4
1621.5
1622.5
1623.3
1624.4
1623.4
1621.6
1620.5
1620.4
1621.4
1622.4
1630.5
1630.8
1624.6
1623.6
1618.3
1619.2
1620.4
1621.2
1626.5
1627.3
1620.7
1620.2
1617.3
1619.4
1621.5
1623.2
1626.5
1625.7
1624.1
1622.4
1620.5
1619.3
1623.9
1623.7
1625.5
1624.8
1623.3
1623.5
1619.6
1622.6
1623.2
1624.5
1621.6
1620.4
1622.7
1623.8
1620.1
1621.1
1622.5
1618.6
1627.7
1617.2
1617.5
1614.3
1612.5
1611.5
1610.4
1608.4
1607.6 1604.4
1606.4
1609.8
1610.5
1612.4
1613.4
1615.2
1618.7
1616.8
1614.6
1614.3
1610.4
1608.3
1605.3
1603.4
1603.5
1605.5
1608.4
1609.7
1612.4
1613.9
1616.8
1618.5
1619.5
1616.5
1616.9
1613.5
1610.6
1608.7
1605.5
1603.8
1605.4
1610.3
1612.2
1612.5
1614.7
1616.2
1618.8
1618.4
1615.7
1619.8
1612.4
1611.2
1608.6
1605.5
1603.6
1603.6
1605.5
1609.4
1610.3
1611.7
1613.5
1616.4
1618.3
1617.4
1615.4
1613.4
1611.4
1610.4
1605.6
1609.7
1611.6
1615.3
1614.6
1615.2
1618.5
1616.5
1614.7
1613.6
1611.5
1610.4
1610.6
1606.7
1604.6
1609.1
1609.5
1610.7
1613.5
1615.2
1617.4
1617.7
1615.2
1613.5
1611.2
1608.6
1608.4
1604.6
1603.5
1604.4
1609.7
1611.7
1613.7
1615.4
1617.5
1617.5
1615.6
1613.7
1611.4
1610.3
1607.3
1604.6
1604.5
1607.2
1609.9
1611.6
1613.6
1615.5
1616.9
1619.5
1618.7
1616.9
1615.4
1613.5
1612.3
1609.5
1608.7
1604.5
1604.4
1608.6
1611.2
1611.8
1613.4
1616.5
1617.4
1619.7
BRUSH
BRUSHBRUSH
BRUSH
BRUSH
BRUSH
ROCKS
DEBRIS
DEBRIS
DEBRIS
DEBRIS
MARTHA CRAWFORD ST
1630
1625
1630
1620
1615
1605
1610
1605
1610
1615
1620
1620
1625
16251620
1615
1615
\A1;11'
D
Y
H
\A1;5.25'
*
*
*
*
*
*
*
*
*
**
****
* * * *
***
* **
488/017-022
EXISTING
RESIDENTIAL
488-190-029
RLS LIVING TRUST
488-190-032
RLS LIVING TRUST
SUNSET CROSSINGS DRCEDAR COURT
CELESTIAL RD
SUNDANCE ST
AMBER SKY PLLOT 'A'
LOT 'H'
LOT 'G'LOT 'F'
BAY AVE
LOT 'Q'LOT 'L'
488-190-017
EXISTING
RESIDENTIAL
STREET
MARTHA CRAWFORD
90 91
92 93
94 95
96 97
98 100 99101102104107
108
105
110 111109 112
115
114
116118119 117121
122 124123 125 126
129
128
130132 131133
103106
113
120
127
134135
LOT 'R'
=
0 0
2 4
'
1 6
8 6
"
=
1 4
6 0
6 6
5 '
=
1 0
3 1
'
10+25.00 GB
1615.51
15+60.83
1622.00
10+00.00 BC
1615.88
17+00.00 EVC
1604.53
18+00.00
1605.87
19+00.00
1607.21
20+00.00
1608.55
21+00.00
1609.89
22+00.00
1611.22
23+00.00
1612.56
14+00.00 BVC
15+00.00 EVC, GB
1607.09
15+26.52
1607.49
15+26.52
1607.49
15+00.00 EVC, GB
1610.65
1607.90
4 4
4 660 LF
660 LF
221 LF
1606.86 TC
1606.36 FL
1606.86 TC
1606.36 FL
1618.77 TC
1618.27 FL
1618.77 TC
1618.27 FL
1610.58 TC
1610.08 FL
1610.58 TC
1610.08 FL
1611.63 TC
1611.13 FL
1610.48 TC
1609.98 FL
1619.77 TC
1619.27 FL
1618.90 TC
1618.40 FL
1615.99 TC
1615.49 FL
1616.00 TC
1615.50 FL
1608.07 TC
1607.57 FL
1606.92 TC
1606.42 FL
1604.30 TC
1603.80 FL
1621.08 TC
1620.58 FL
1621.47 TC
1620.97 FL
53.53' 66.40' 66.40' 66.40' 66.40' 66.40'
95.00'
110.00'100.00'
110.00'100.00'
110.00'100.00'
110.00'100.00'
110.00'100.00'
110.00'100.00'
95.00'85.00'
53.50' 66.40' 66.40' 66.40' 66.40' 66.40' 51.02'
67.52' 66.40' 66.40' 66.40' 66.40' 66.40' 66.01'
56.52' 65.00' 65.00' 65.00' 65.00' 65.00' 55.00'
95.00' 103.16'
110.00'
110.00'
110.00'
110.00'
110.00'
110.00' 118.31'
95.00' 53.67'
52.77'
5.87'
56.49' 65.00' 65.00' 65.00' 34.31'
70.50' 65.00' 65.00' 65.00' 65.00' 65.00' 70.01'
59.21' 60.00' 60.00' 60.00' 60.00' 60.00' 22.34'
100.00'
100.00'
100.00'
100.00'
100.00'
100.00'
94.64'
98.76'
116.49'
86.58'
60.00' 60.00' 60.00' 60.00' 60.00' 54.37'
40.99'
20.98'
20.01'
60.00' 60.00' 60.00' 60.00' 60.00' 60.85' 84.49' 107.99' MM
2:12:1
2:1
2:1
2:1 2:1
75.00'
613.2611.5609.8608.0606.3605.8 614.9
619.2609.6 610.2 611.6 613.5 615.4 617.3
609.8 619.3610.3
613.2 613.7 622.5
619.8613.3 617.8616.2614.9613.9
614.9 616.4 618.2 620.5
611.6 613.5 615.5 617.4
618.0
619.1
620.0
620.6
621.2
621.8
622.4
623.0
623.7
621.8
624.0623.2
105.04'
105.05'
105.00'
105.00'
105.00'
105.00'
96.29'
105.00'
35.35'
20.52'
20.52'
20.52'
20.52'
19.80'
20.78'
20.84'
64.00'60.00'60.00'60.00'60.00'60.00'60.00'62.24'110.75'
85.00'
90.00'
65.00' 2 4 8 4
'
5 6
3 '
8 0
'
1 9
'
3 3 4 8
'
46 05
'
4 8
6 '
58.26'
N
K M
T
T
S
S
20+13.33
20+01.29
19+56.29
10+98.00
10+25.00 BVC
1619.03
11+25.00 EVC
1616.79
11+00.00
1617.53
12+00.00
1614.36
13+00.00
1611.13
11+00.00
1620.26
1618.14
1619.39
14+00.00
1620.39
15+00.00
1621.39
11+03.17 EC
1617.13
15+60.83
1622.00
10+50.00 BVC
1621.25
11+50.00 EVC
1618.77
12+00.00 BVC
1617.05
13+00.00 EVC
1614.07
14+00.00 BVC
1611.56
13+00.00
12+00.00
1618.55
\A1;18'
\A1;18'\A1;36'\A1;18'
\A1;18'\A1;36'
\A1;18'
\A1;18'\A1;36'
\A1;22'\A1;22'