HomeMy WebLinkAboutConstruction Drawings V1All rights reserved. Reproduction or use in any form
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Garden City, Idaho 83714
Copyright
THE PROFESSIONAL SERVICES OF THE DESIGN PROFESSIONAL ARE UNDERTAKEN FOR AND ARE PERFORMED IN THE INTEREST OF "THE CLIENT" NO CONTRACTUAL OBLIGATION IS ASSUMED BY THE DESIGN PROFESSIONAL
FOR THE BENEFIT OF ANY OTHER PERSON INVOLVED IN THE PROJECT.
2021
SURVEY WAS CONDUCTED BY ACCURATE SURVEYING & MAPPING.
BENCHMARK, 1/2" IRON PIN WITH A PLASTIC CAP LABELED "ACCURATE CONTROL",
LOCATED SOUTH OF THE IRRIGAITON CANAL.
N- 687886.7, E- 2455129.4
NAVD 88 EL. 2743.07'
SEE SHEET C2.1 FOR BENCHMARK LOCATION.
CONFIRM WITH ACCURATE SURVEYING & MAPPING PRIOR TO CONSTRUCTION.
PLANNING AND ZONING:
CITY OF MERIDIAN PLANNING AND DEVELOPMENT SERVICES
PHONE: 208-884-5533
SEWER:
CITY OF MERIDIAN PUBLIC WORKS
PHONE: 208-898-5500
WATER:
CITY OF MERIDIAN PUBLIC WORKS
PHONE: 208-898-5500
POWER:
IDAHO POWER
PHONE: 208-388-6320
GAS
INTERMOUNTAIN GAS COMPANY
PHONE: 208-377-6863
PHONE:
CENTURY LINK
PHONE: 208-385-2144
CABLE:
CABLEONE
PHONE: 208-472-8409
HEALTH AUTHORITY:
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· Civil Engineering
· Landscape Architecture
· Erosion & Sediment Control
· Graphic Communication
· Irrigation Design
· Land Planning
6661 North Glenwood Street
Garden City, Idaho 83714
Copyright
THE PROFESSIONAL SERVICES OF THE DESIGN PROFESSIONAL ARE UNDERTAKEN FOR AND ARE PERFORMED IN THE INTEREST OF "THE CLIENT" NO CONTRACTUAL OBLIGATION IS ASSUMED BY THE DESIGN PROFESSIONAL
FOR THE BENEFIT OF ANY OTHER PERSON INVOLVED IN THE PROJECT.
2021
19
1
9
14
2 2 3 4 5 6 7
16 15
17
18 13
14
12
11
3
4
5
6
7
8
1
2
10
1
5 2
1
W
S
3
2
4
7
19
6
8
5
7
2 3 4
1
10
9
9
10
11
12
13
5 4 3 2 1
17
16
18
20
8 6
15
All rights reserved. Reproduction or use in any form
or by any means without written permission of
Breckon Land Design, Inc. is unlawful and subject to
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All rights reserved. Reproduction or use in any form
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· Civil Engineering
· Landscape Architecture
· Erosion & Sediment Control
· Graphic Communication
· Irrigation Design
· Land Planning
6661 North Glenwood Street
Garden City, Idaho 83714
Copyright
THE PROFESSIONAL SERVICES OF THE DESIGN PROFESSIONAL ARE UNDERTAKEN FOR AND ARE PERFORMED IN THE INTEREST OF "THE CLIENT" NO CONTRACTUAL OBLIGATION IS ASSUMED BY THE DESIGN PROFESSIONAL
FOR THE BENEFIT OF ANY OTHER PERSON INVOLVED IN THE PROJECT.
2021
S. PREVAIL WAY
E. SHAFER VIEW DR.
S. MERIDIAN RD
E. QUARTZ CREEK ST
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· Civil Engineering
· Landscape Architecture
· Erosion & Sediment Control
· Graphic Communication
· Irrigation Design
· Land Planning
6661 North Glenwood Street
Garden City, Idaho 83714
Copyright
THE PROFESSIONAL SERVICES OF THE DESIGN PROFESSIONAL ARE UNDERTAKEN FOR AND ARE PERFORMED IN THE INTEREST OF "THE CLIENT" NO CONTRACTUAL OBLIGATION IS ASSUMED BY THE DESIGN PROFESSIONAL
FOR THE BENEFIT OF ANY OTHER PERSON INVOLVED IN THE PROJECT.
2021
E. SHAFER VIEW DR.
FH
19
14
2 2
17
18
1
5
1
3
2
4
FH
FH
FH
FH
7
19
6
8
5
7
2 3 4
1
10
9
9
10
11
12
13
5 4 3 2 1
17
16
18
20
8 6
15
FH
30"x 30"
18"x 24"
9"x 18" (MINIMUM) 9"x 18" (MINIMUM)
9"x 30" (MAXIMUM)
9"x 36" (MAXIMUM)
9"x 18" (MINIMUM)
’
’ ’
–
9"x 24" (MINIMUM)
9"x 18" (MINIMUM)
9"x 24" (MINIMUM)
12"x 18" 12"x 18"
18"x 24"
18"x 36"
All rights reserved. Reproduction or use in any form
or by any means without written permission of
Breckon Land Design, Inc. is unlawful and subject to
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REVISIONS
No. Date Description
FH
FH
1
9
2 3 4 5 6 7
16 15
17
13
14
12
11
3
4
5
6
7
8
1
2
10
2
FH
30"x 30"
18"x 24"
9"x 18" (MINIMUM) 9"x 18" (MINIMUM)
9"x 30" (MAXIMUM)
9"x 36" (MAXIMUM)
9"x 18" (MINIMUM)
’
’ ’
–
9"x 24" (MINIMUM)
9"x 18" (MINIMUM)
9"x 24" (MINIMUM)
12"x 18" 12"x 18"
18"x 24"
18"x 36"
All rights reserved. Reproduction or use in any form
or by any means without written permission of
Breckon Land Design, Inc. is unlawful and subject to
criminal prosecution.
REVISIONS
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· Graphic Communication
2591.15
EXISTING GROUND
FINISH GROUND @ TOP OF CURB - 18' (R)
EXISTING GROUND @ TOP OF CURB - 18' (R)
FINISHED GROUND
SD
SD
SD
SD
SD SD
SD SD
SD SD
SD
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00
12+00
13+00
13+35
STA: 7+05.28, 12.50'L
STA: 9+48.44, 17.99'R
STA: 0+82.03, 17.99'R TBVC 2734.32
TC 2736.07
STA: 9+00.00, 18.00'R
TBVC 2734.54
STA: 8+00.00, 18.00'R
TBVC 2734.94
STA: 7+00.00, 18.00'R
TBVC 2734.17
STA: 6+00.00, 17.99'R
TBVC 2733.46
STA: 5+00.00, 18.00'R
TBVC 2732.96
STA: 4+00.00, 18.00'R
TBVC 2732.57
STA: 3+00.00, 18.00'R
TBVC 2732.76
STA: 2+00.00, 18.00'R
TBVC 2734.22
STA: 1+00.00, 18.00'R
TBVC 2735.71
STA: 3+00, 12.99'R
ME 2732.41±
STA: 2+00, 12.99'R
STA: 1+00, 12.99'R ME 2733.87±
ME 2735.37±
STA: 4+00, 12.99'R
ME 2732.22±
STA: 5+00, 12.99'R
ME 2732.62±
STA: 6+00, 12.99'R
ME 2733.11± STA: 7+00, 12.99'R
ME 2733.82±
STA: 8+00, 12.99'R
ME 2734.59±
STA: 9+00, 12.99'R
ME 2734.19±
TOB 39.91
TOB 40.58
All rights reserved. Reproduction or use in any form
or by any means without written permission of
Breckon Land Design, Inc. is unlawful and subject to
2591.15
FINISH GROUND CENTERLINE
EXISTING GROUND CENTERLINE
EXISTING GROUND
FINISHED GROUND
FINISH GROUND @ TOP OF CURB - 18' (R)
EXISTING GROUND @ TOP OF CURB - 18' (R)
EXISTING GROUND
FINISHED GROUND
2 2 3 4 5 6 7
3
1
2
W
W
S S S
SD SD
SD
1+00 0+00
1+00 0+00
9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 17+57
STA: 12+00.00, 18.00'R
TBVC 2731.34
STA: 13+00.00, 18.00'R
TBVC 2730.02
STA: 14+00.00, 18.00'R
TBVC 2728.67
STA: 14+00.00, 12.00'L
TA 2728.34
STA: 13+00.00, 12.01'L
TA 2729.69
STA: 12+00.00, 12.01'L
TA 2731.01
2725
2730
2726
2727
2728
2729
2731
2735
2734
2736
STA: 7+05.28, 12.50'L
STA: 15+96.79, 17.95'R
TBVC 2725.72
STA: 16+84.79, 18.00'R
TBVC 2724.40
STA: 17+18.45, 18.00'R
TBVC 2723.90
STA: 10+53.94, 17.99'R
TBVC 2733.80
STA: 9+48.44, 17.99'R
TBVC 2734.32
STA: 11+00.00, 18.00'R
TBVC 2733.09
STA: 15+00.00, 18.00'R
STA: 9+00.00, 18.00'R TBVC 2727.17
TBVC 2734.54
STA: 8+00.00, 18.00'R
IR
IR IR IR IR
8''SS 8''SS 8''SS 8''SS
8''SS 8''SS
S
W12'' W12''
FH
IR IR IR IR IR
W8''
19
2 2
17
18
W W
S
S
IR
IR
IR
IR
IR IR
W12'' W12''
2+2+03 00 1+00 0+00
9+00 10+00 11+00
STA: 0+45.57, 25.00'R
TBVC 2734.21
STA: 0+45.92, 25.00'L
TBVC 2734.21
STA: 1+59.38, 25.00'L
TBVC 2736.07
STA: 1+59.38, 25.00'R
TBVC 2736.07
8+00 7+00
2736
2737
2737
2735
2734
2736
FG 39.04
FG 39.04
FG 38.80
FG 38.80
STA: 1+45.92, 4.00'L
TBVC 2736.81
STA: 1+45.92, 4.00'R
TBVC 2736.81
STA: 0+55.53, 4.00'R
TBVC 2735.33
STA: 0+55.53, 4.00'L
TBVC 2735.33
FG 37.83
FG 37.83
2740
2737
2738
2739
2737
2738
FG 37.48
8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS
8''SS
S
W12''
IR IR IR IR IR
19
2
18
IR
W8'' W8'' W8'' W8'' W8''
SD SD SD SD SD SD SD SD SD SD SD
W12'' W12'' W12''
W8''
S
W12''
S
FH
FH
SD
SD
SD
SD
W
7
2 3 4 5 6
1
9
10
11
5 4 3 2 1
20
8 6
8''SS
W
W W W W
W
W W
W
8''SS
SD
2+2+03 00 1+00
-0+00
1+00
9+00 9+36
-0+00
1+00 2+00 3+00 4+00 5+00
6+00
7+00
2737
2737
2736
STA: 7+05.28, 12.50'L
TBRC 2737.23
STA: 6+00.00, 16.50'L
TBRC 2736.43
STA: 6+00.00, 16.50'R
TBRC 2736.43
STA: 7+57.78, 12.50'R
TBRC 2737.30
STA: 5+50.00, 16.50'L
8''SS
8''SS
8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS
8''SS 8''SS
S
W12'' W12''
S
FH FH
IR IR IR IR IR
W8'' W8''
W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8''
W
19
2 2 3 4 5 6 7
16 15
17
18 13
14
12
11
2
S
W W
W W W
IR IR
SD
W12''
W12''
W
W
2+2+03 00 1+00
2+04
1+00
2+00
6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00
14+00
2730
2727
2728
2729
2731
2735
2732
2733
2734
2736
2737
2737
2735
2736
STA: 14+42.73, 16.50'L
TBVC 2731.92
STA: 13+53.63, 16.50'L
STA: 8+10.28, 12.50'L TBRC 2732.41
TBRC 2736.57
STA: 7+05.28, 12.50'L
TBRC 2737.23
STA: 6+00.00, 16.50'L
TBRC 2736.43
STA: 6+00.00, 16.50'R
IR
IR
IR
IR
IR IR
IR
8''SS 8''SS 8''SS
S
S
S
8''SS
8''SS
8''SS
8''SS
SD
SD SD SD SD
SD SD SD
FH
W8''
W8'' W8''
W8'' W8''
W8''
W8''
W
W
1
9
7
13 12
11
3
4
5
6
7
8
2
10
SD
SD
W
W
W
W
W
SD
IR
IR
IR
IR
IR
IR IR
IR
IR
SD
IR
FH
2+04
2+00
18+73
8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS
IR
14
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR IR IR IR IR IR IR
IR IR
IR
IR IR
W8'' W8'' W8'' W8'' W8''
SD SD
SD
SD SD SD SD SD SD SD SD
W12'' W12''
W8''
W8''
S
S
W12''
S
S
S
8''SS
8''SS
8''SS
W12''
8''SS
8''SS
S
FH
FH
FH
8''SS
W
W
W
19
6
8
5
7
2 3 4
1
10
9
10
11
12
13
17
2591.15
W
W W W
S S S S
0+00
10+00
2734
TOC 34.24
TOC 34.23
TBVC 34.10
BC 33.60
TBVC 34.00
BC 33.50
TBVC 34.12
BC 33.62
TBVC 33.82
BC 33.32
TBVC 33.80
BC 33.30
TBVC 34.21
TBVC 34.21 BC 33.71
BC 33.71
TBVC 34.32
BC 33.82
FL 33.86 FL 33.68 FL 33.35
BC 34.05
BC 34.02 BC 33.61
BC 33.56
TOC 34.11
TOC 34.06
BC 34.83
0+00
16+00
17+00
2725
2726
TBVC 25.25
BC 24.75
TBVC 24.40
BC 23.90
TBVC 25.36
BC 24.86
FL 24.42
BC 24.63
BC 24.53
TOC 25.17
TOC 25.03
TBVC 24.90
BC 24.40
FL 24.91
FL 25.18
TOC 25.62
TOC 25.63
BC 24.95
BC 24.99
TBVC 25.40
BC 24.90
TBVC 25.53
BC 25.03
TBVC 25.36
2591.15
FH
SD SD
SD SD
SD SD
SD SD
SD
SD
0+00
1+00
2+00
5+00
6+00
7+00
8+00
9+00
10+00
11+00
12+00
13+00
13+35
STA: 10+02.51, 52.06'R
TA 2739.42
STA: 12+87.29, 52.01'R
TA 2736.50
STA: 13+22, 36.00'R
ME 2736.71±
STA: 11+00.00, 52.05'R
TA 2738.50
STA: 12+00.00, 52.03'R
TA 2737.37
STA: 9+00, 36.08'R
ME 2740.71±
STA: 10+00, 36.06'R
ME 2739.76±
STA: 11+00, 36.05'R
ME 2738.82±
STA: 12+00, 36.03'R
ME 2737.69±
STA: 13+00, 36.01'R
ME 2736.88±
STA: 8+58, 40.81'R
ME 2740.97±
STA: 9+00.00, 44.06'R
TA 2740.53
STA: 8+58, 36.09'R
ME 2740.98±
2739 2740
2741
2742
2740
2741
2742
2743
2738
2739
2747
2748
2748
2745
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00
6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 13+35
All rights reserved. Reproduction or use in any form
or by any means without written permission of
Breckon Land Design, Inc. is unlawful and subject to
criminal prosecution.
REVISIONS
No. Date Description
CALL 2 BUSINESS DAYS
IN ADVANCE BEFORE
YOU DIG, GRADE, OR
EXCAVATE FOR THE
MARKING OF
UNDERGROUND
MEMBER UTILITIES
.gid uoy erofeb llaC
s'tahw wonK woleb .
R
www.breckonlanddesign.com
Fax: 208-376-6528
Phone: 208-376-5153
· Civil Engineering
· Landscape Architecture
· Erosion & Sediment Control
· Graphic Communication
· Irrigation Design
· Land Planning
6661 North Glenwood Street
Garden City, Idaho 83714
Copyright
THE PROFESSIONAL SERVICES OF THE DESIGN PROFESSIONAL ARE UNDERTAKEN FOR AND ARE PERFORMED IN THE INTEREST OF "THE CLIENT" NO CONTRACTUAL OBLIGATION IS ASSUMED BY THE DESIGN PROFESSIONAL
FOR THE BENEFIT OF ANY OTHER PERSON INVOLVED IN THE PROJECT.
2021
E. SHAFER VIEW DR.
E. QUARTZ CREEK ST
S. MERIDIAN RD
S. MERIDIAN RD
S. MERIDIAN RD
MATCHLINE A
MATCHLINE A
MATCHLINE B
MATCHLINE B
IR
IR
IR IR
IR IR IR
IR IR
IR
IR IR
IR IR
8''SS
S
S
S
8''SS
8''SS
8''SS 8''SS
SD SD SD SD
SD
SD SD SD
F
H
SD
SD
SD SD SD
SD
SD
SD
SD
SD
SD
W8''
W8''
W8''
W8''
W8''
W8''
1
9
12
11
3
4
5
6
7
8
2
10
2
SD
SD
SD
IR
IR IR
IR IR
IR
IR
SD
IR
FH
133 LF
IR IR IR IR IR IR IR IR
IR IR IR IR IR IR IR IR
IR
IR IR IR IR IR IR IR
8''SS
8''SS
8''SS 8''SS 8''SS 8''SS 8''SS
SD SD SD
SD SD SD
W8'' W8'' W8'' W8'' W8'' W8''
SD SD SD
SD
SD SD SD SD SD SD SD SD
SD
SD SD SD
W8''
S
W8''
FH
SD
SD SD SD SD
SD SD SD SD
SD SD SD SD
SD SD SD SD
SD SD SD
7
2 3 4
9
10
11
8 6 5
8''SS
8''SS
SD
SD
SD
54 LF
6 LF 0%
TYPE IV CB #3
RE: 2732.03
12" INV: 2729.53
N: 688342.68
E: 2454309.78
Q25 = 2.41 CFS
Q100 = 3.37 CFS
1500 G SG #5
RE: 2732.56
ELEV IN: 2729.71
ELEV INLET BAFFLE: 2729.21
ELEV OUTLET BAFFLE: 2729.61
ELEV OUT: 2729.20
BAFFLE SPACING: 20"
N: 688340.58
E: 2454309.78
SDMH #6
RE: 2732.49
18" INV: 2729.20
N: 688326.14
E: 2454309.79
Q25 = 1.21 CFS
IR
IR
IR IR IR IR
W8''
SD SD
1% 5 LF
42 LF
SB #4
FG: 2723.96
WIDTH = 15'
LENGTH = 52'
DEPTH = 6'
TOP OF GRAVEL = 2723.94
BOTTOM OF GRAVEL = 2717.94
BOTTOM OF SAND = 2716.44
GROUNDWATER EL = <2714
INFILTRATION RATE = 8 IN/HR
V100= 2,380 CF
N: 688331.59
E: 2455711.56
TYPE IV CB #5
RE: 2723.75
12" INV: 2721.25
N: 688343.75
E: 2455678.26
Q25 = 1.25 CFS
Q100 = 1.78 CFS
1000 G SG #7
RE: 2724.31
ELEV IN: 2721.20
ELEV INLET BAFFLE: 2720.70
ELEV OUTLET BAFFLE: 2721.10
ELEV OUT: 2720.37
BAFFLE SPACING: 20"
N: 688339.15
E: 2455678.26
1050
2591.15
TYPE IV, CB #1
IR IR IR IR IR IR IR IR
SD SD SD
SD SD SD
54 LF
6 LF 0%
SB #2
FG: 2732.18
WIDTH = 23'
LENGTH = 64'
DEPTH = 6.0'
TOP OF GRAVEL = 2731.20
BOTTOM OF GRAVEL = 2725.20
BOTTOM OF SAND = 2723.70
GROUNDWATER EL = <2721
INFILTRATION RATE = 8 IN/HR
V100= 4,509 CF
N: 688336.64
E: 2454280.68
TYPE IV CB #3
RE: 2732.03
12" INV: 2729.53
5
SD SD
SD
4
8''SS
W8'' W8''
S
8''SS 8''SS
8''SS
8''SS
W12'' W12'' W12''
W12''
8''SS
IR
S
0.5% 80 LF
IE 44.00
2745
2744
2746
2747
BASIN #1
WIDTH AT BOTTOM = 9'
LENGTH AT BOTTOM = 126'
DEPTH = 3.5'
TOP OF POND = 2747.0
BOTTOM OF POND = 2743.50
BOTTOM OF SAND = ±2741
AREA OF SAND = 60 SF
100 YEAR WSEL = 2746.50
GROUNDWATER EL = <2732.6
INFILTRATION RATE = 8 IN/HR
V100= 6,738 CF
N: 687498.50
E: 2454470.94
2745
2744
2746
2747
1050
2591.15
TYPE IV, CB #1
All rights reserved. Reproduction or use in any form
or by any means without written permission of
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IR IR IR IR IR
8''SS 8''SS 8''SS 8''SS
8''SS 8''SS
S
W12'' W12''
FH
IR IR IR IR IR
W8''
19
2 2
17
18
W
W
S
S
W12''
W12''
2+00 1+00 0+00
3+00
0+00 1+00
SSMH #1
EX SSMH
S
W FH
FINISH GROUND CENTERLINE
EXISTING GROUND CENTERLINE
FINISHED GROUND
EXISTING GROUND
SSMH #1
SS A
STA: 2+04.41, OFF: 0.00' R
RIM: 2737.11
8" PVC INV IN: 2723.45 (E)
8" PVC INV IN: 2723.45 (W)
8" PVC INV OUT: 2723.35 (N)
EX SSMH
SS A
STA: 0+00.00, OFF: 0.00'
RIM: 2733.85
8" PVC INV IN: 2722.53 (S)
200.42 LF OF 8" PVC @ 0.40%
All rights reserved. Reproduction or use in any form
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IR IR IR
IR IR IR IR IR IR IR IR IR IR IR IR IR IR IR
8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS
8''SS
8''SS
S
W12'' W12''
S
S
8''SS
8''SS
SD
SD
SD SD SD
FH
FH
W8'' W8''
W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8''
W8''
W8''
W
W
9
2 3 4 5 6 7
16 15
17
18 13
14
12
11
3
4
1
2
S
W W
W W W
W
W
W
S
IR IR
SD SD
SD
SD
W12''
FH
2+00 1+00 0+00
3+00 4+00 5+00 6+00 7+00 8+00 9+00
10+00 11+00
0+00
SSMH #3
SSMH #1 SSMH #2
EX SSMH
4" PVC SERVICE
SS A STA: 4+08.82
41' @ 2.0%
INV @ END : 2728.79
4" PVC SERVICE
SS A STA: 4+98.82
IR
IR
IR IR
IR
IR
IR IR
IR
IR
IR
8''SS 8''SS 8''SS
S
S
S
8''SS 8''SS
8''SS
8''SS
SD SD SD SD SD
SD
SD
SD
FH
W8''
W8'' W8''
W8'' W8''
W8''
W8''
W
W
1
9
7
13 12
11
3
4
5
6
7
8
2
10
SD
SD
W
W
W
W
W
IR IR
IR
IR IR
IR IR
IR
IR
SD
IR
F
H
8+00 9+00
10+00
IR IR IR IR IR IR IR IR IR IR IR IR IR IR IR IR IR
8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS
8''SS 8''SS
S
W12'' W12''
FH
IR IR IR IR IR
19
2
18
1
W
S
SD
SD
IR IR IR IR IR IR IR
IR
W8'' W8'' W8'' W8'' W8''
SD SD SD SD SD SD SD SD SD SD SD
W12'' W12'' W12''
W8''
S
W12''
S
S
FH
FH
SD
SD
SD
SD
SD
W
7
19
2 3 4 5 6
1
5 4 3 2 1
20
8 6
8''SS
8''SS
IR
W
W W W W
W
W W
W
8''SS
SD
0+00
1+00
2+00
7+00 6+00 5+00 4+00 3+00 2+00 1+00 0+00
9+00 8+00
1+00 0+00
SSMH #1
EX SSMH
4" PVC SERVICE
SS B STA: 0+94.59
8''SS 8''SS
IR IR
IR
IR
IR
IR IR
IR IR
W8''
SD SD SD SD
W8'' W8''
S
S
S
8''SS
FH
SD SD
SD SD
SD SD
SD
W
W
7
2
1
10
9
10
11
12
13
8
W8'' W8''
8''SS 8''SS
IR
W
W
W
W
IR
IR
FH
SD
7+00
9+84 9+00 8+00
6+00
6+42
SSMH #7
SSMH #8
SSMH #12
4" PVC SERVICE
SS B STA: 7+73.51
41' @ 2.0%
INV @ END : 2729.51
4" PVC SERVICE
SS B STA: 8+40.75
31' @ 2.0%
INV @ END : 2730.75
4" PVC SERVICE
SS B STA: 9+20.32
31' @ 2.0%
8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS
14
IR
IR
IR
IR
IR
IR
IR
IR
IR IR IR
IR
IR IR IR IR IR IR IR
IR IR IR
W8'' W8'' W8'' W8'' W8''
SD SD SD SD SD SD SD SD SD SD SD
W12'' W12''
W12''
S
S
S
8''SS
8''SS
8''SS
W12''
8''SS
8''SS
S
FH
FH
FH
W12''
8''SS
W
W
W
19
6
8
5
7
2 3 4
1
10
9
17
16
18
20
15
W8'' W8''
W
W W W W
W
W W
W
W
IR
IR
8''SS
IR
IR IR IR IR
14
5
1
SD
IR
IR IR
IR
IR
IR IR
IR
IR
IR
IR IR
IR IR
IR
3
2
4
S
8''SS 8''SS
S
S
8''SS
8''SS
8''SS
S
W8'' W8''
FH
S
8''SS
8''SS
W12''
W12''
W12'' W12''
8''SS
8''SS
8''SS
IR IR IR
S
W
17
16
15
W8''
W
IR
IR
IR
IR
IR
IR
W
W
S
6+88
0+00
1+00
2+00
IR
IR IR
IR
IR
IR IR
IR
IR IR IR IR IR IR IR IR IR IR IR IR IR
IR
IR
IR
8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS
8''SS 8''SS
S
W12''
S
S
S
8''SS
8''SS
8''SS
SD SD
SD
SD
SD SD
FH FH
FH
IR IR IR IR
SD
SD
SD
SD
SD
SD
SD
SD
SD
W8''
W8''
W8'' W8'' W8''
W8''
W8'' W8''
W8''
W8'' W8''
W
W
W
19
1
9
2 2 3 4 5 6 7
16 15
17
18 13
14
12
11
3
4
5
6
IR IR IR IR IR IR
8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS
IR IR IR
IR IR IR IR
19
14
2
5
1
SD
IR IR
IR
IR
IR
IR
IR
IR
IR
IR IR IR
IR
IR
3
2
4
IR IR IR IR IR
IR
IR IR IR
W8'' W8''
W8''
W8''
SD SD SD SD SD SD SD SD SD
W12'' W12''
W8''
S
S
S
8''SS
S
W12''
S
S
S
8''SS
8''SS
8''SS
W12''
8''SS
S
W8'' W8''
FH
FH
FH
FH
SD
SD
SD
SD
S
8''SS
W12''
IR
IR IR
IR
IR IR IR
IR
IR
IR IR IR IR IR IR IR IR IR IR IR IR
IR
IR
IR
8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS
8''SS 8''SS
S
W12''
S
S
S
8''SS
8''SS
8''SS
SD
SD
SD SD
SD
SD
FH FH
FH
IR IR IR IR
SD
SD
SD SD
SD
SD
SD
SD
SD
W8''
W8'' W8'' W8'' W8'' W8'' W8'' W8''
W8''
W8'' W8''
1
9
2 3 4 5 6 7
16 15
17
18 13
14
12
11
3
4
5
6
7
8
1
2
10
S
SD SD
IR IR IR IR IR IR
IR IR IR IR IR IR IR
IR
IR IR IR IR IR IR IR IR
8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS
8''SS
8''SS
S
W12''
IR IR IR
FH
IR IR IR IR
W8'' W8''
19
14
2 2
17
18
1
5
1
W
S
SD
IR IR IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
SD
3
2
4
IR IR IR IR IR
IR
IR IR IR
W8''
W8''
W8'' W8''
SD SD SD SD
SD
SD SD SD SD
W12'' W12''
W8''
S
S
S
8''SS
S
W12''
All rights reserved. Reproduction or use in any form
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Breckon Land Design, Inc. is unlawful and subject to
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REVISIONS
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CALL 2 BUSINESS DAYS
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Copyright
THE PROFESSIONAL SERVICES OF THE DESIGN PROFESSIONAL ARE UNDERTAKEN FOR AND ARE PERFORMED IN THE INTEREST OF "THE CLIENT" NO CONTRACTUAL OBLIGATION IS ASSUMED BY THE DESIGN PROFESSIONAL
FOR THE BENEFIT OF ANY OTHER PERSON INVOLVED IN THE PROJECT.
2021
1 MAIN LINE ISOLATION VALVE
NOTE:
2 AIR RELIEF VALVE
PRESSURE IRRIGATION SERVICE LINE CONNECTION AND LAYOUT
NOTE:
PLAN VIEW:
SECTION VIEW:
LAYOUT:
7
NOTE:
5 SERVICE CONNECTION
NOTE:
PRESSURE IRRIGATION
4 MANUAL DRAIN VALVE
TORQUE
FT-LBS.
BOLT
SIZE
NO.
BOLTS
PIPE
SIZE
11° 22° 45° 90° 1 STEP 2 STEP 3 STEP BLIND SERV. B.
PIPE BENDS
SIZE
REDUCERS DEAD END
INSTALLATION CHART
DISTANCE CHART
6 JOINT RESTRAINT NOTES
IR
IR IR IR
IR
IR
IR
IR
IR IR
IR IR
S
S
S
8''SS
8''SS 8''SS
8''SS 8''SS
8''SS
SD
SD SD SD
SD
SD SD
SD
SD
SD SD
FH
SD
SD
SD
SD
SD SD
SD
SD
W8''
W8''
W8''
W8''
W8'' W8''
1
9
11
3
4
5
6
2
10
SD
SD
SD
SD
SD
IR
IR IR
IR
IR IR
IR
SD
IR
FH
0+00
1+00
2+00 3+00
IR IR IR IR IR IR IR
8''SS 8''SS 8''SS 8''SS 8''SS
8''SS 8''SS 8''SS
S
W12'' W12''
FH
IR IR IR IR IR IR IR
W8''
19
2
18
W
W W
S
S
S S
IR
IR
IR IR IR
IR
IR
IR
IR IR IR
W12'' W12'' W12''
1
18
IR
0+00
1+00
2+00 3+00 4+00
5+00
5+64
IRRIGATION MH #1
IRRIGATION MH #2
IRRIGATION MH #4
IRRIGATION MH #3
IRRIGATION MH #6
IRRIGATION MH #5
CONNECT TO EXISTING IRRIGATION LINE
USER DITCH
STA: 0+00.00, OFF: 0.00'
RIM: 2738.10
12" PVC INV OUT: 2737.02 (NW)
10.17 LF OF 12" ADS @ 0.25%
IRRIGATION MH #1
USER DITCH
STA: 0+12.17, OFF: 0.00'
RIM: 2740.86
12" PVC INV IN: 2736.99 (SE)
12" PVC INV OUT: 2736.99 (NE)
116.26 LF OF 12" ADS @ 1.30%
IRRIGATION MH #2
USER DITCH
STA: 1+32.41, OFF: 0.00'
RIM: 2738.43
12" PVC INV IN: 2735.43 (SW)
12" PVC INV OUT: 2735.43 (N)
135.04 LF OF 12" ADS @ 2.38%
IRRIGATION MH #3
USER DITCH
4 POND CROSS SECTION
All rights reserved. Reproduction or use in any form
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· Civil Engineering
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· Irrigation Design
· Land Planning
6661 North Glenwood Street
Garden City, Idaho 83714
Copyright
THE PROFESSIONAL SERVICES OF THE DESIGN PROFESSIONAL ARE UNDERTAKEN FOR AND ARE PERFORMED IN THE INTEREST OF "THE CLIENT" NO CONTRACTUAL OBLIGATION IS ASSUMED BY THE DESIGN PROFESSIONAL
FOR THE BENEFIT OF ANY OTHER PERSON INVOLVED IN THE PROJECT.
2021
POND LINER
NOTE:
1
2 POND LINER PENETRATION
IRRIGATION BOX #1 DETAIL
NOTES:
3
5 EXISTING CONDITIONS
7 INTAKE CROSS SECTION
6 LAKE INTAKE
8 POND OVERFLOW
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6661 North Glenwood Street
Garden City, Idaho 83714
Copyright
THE PROFESSIONAL SERVICES OF THE DESIGN PROFESSIONAL ARE UNDERTAKEN FOR AND ARE PERFORMED IN THE INTEREST OF "THE CLIENT" NO CONTRACTUAL OBLIGATION IS ASSUMED BY THE DESIGN PROFESSIONAL
FOR THE BENEFIT OF ANY OTHER PERSON INVOLVED IN THE PROJECT.
2021
IRRIGATION PUMP STATION AND WET WELL PLAN
C7.06
2
1
2 IRRIGATION PUMP STATION AND WET WELL - SECTION A - A'
IR
IR
IR
IR
IR IR
IR IR IR IR IR IR IR IR IR IR IR IR
IR
8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS
8''SS
S
S
S
S
8''SS
SD
SD
SD
IR
FH
FH
FH
IR IR
SD
SD
SD
SD
W8'' W8'' W8''
W8''
W
W
W
19
1
9
14
2 2 3 4 5 6 7
16 15
17
18 13
14
12
11
3
4
5
6
7
8
1
2
10
1
1
5 2
1
S
SD
W W
W W W
W
IR IR IR IR IR IR IR
IR IR IR IR IR IR IR IR IR IR IR IR IR IR IR IR
IR
IR
8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS
1
SD SD
SD SD
IR IR IR
W8'' W8'' W8'' W8'' W8'' W8'' W8''
SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD
W12''
W12''
W8'' W8''
S
W12''
W12''
S
S
FH
FH
SD
SD SD
SD SD
SD SD
SD SD
SD SD
W
7
19
2 3 4 5 6
1
9
10
11
5 4 3 2 1
20
8 6
8''SS 8''SS
IR
W
W W W
W W
W
8''SS
8''SS
SD
MATCHLINE - SEE SHEET L1.01
MATCHLINE - SEE SHEET L1.04
START
START
END END
END
START
START
MATCHLINE - SEE SHEET L1.01
MATCHLINE - SEE SHEET L1.02
L1.0
1
AREA 1
IR IR IR IR IR
IR IR IR
IR
14
1
IR IR IR IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
3
2
IR
IR
IR IR IR IR IR IR IR
IR IR IR
IR IR IR IR IR
W8''
W8''
S
W12''
S
S
8''SS
8''SS
8''SS
8''SS
8''SS
W12'' W12''
8''SS
8''SS
S
IR
FH
W12'' W12''
8''SS
8''SS
8''SS
IR IR
W
W
19
8
7
1
10
IR IR IR
5
1
SD
SD
3
2
4
S
8''SS 8''SS 8''SS
S 8''SS
W8'' W8'' W8''
F
H
S
8''SS
8''SS
W12'' W12''
W12'' W12''
W12''
8''SS
8''SS 8''SS
IR IR IR
S
IR IR
W
W
S. MERIDIAN ROAD
E. SHAFER VIEW DRIVE
MATCHLINE - SEE SHEET L1.02
MATCHLINE - SEE SHEET L1.03
END
END
START
AREA 3
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IR IR IR IR IR IR IR IR IR IR IR IR IR IR IR IR IR IR IR
8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS
8''SS 8''SS 8''SS
S
W12'' W12''
FH
FH
IR IR IR IR IR IR IR
W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8''
W
19
2 2 3 4 5 6 7
16 15
17
18 13
14
1
S
W W
W W W
IR
IR
IR IR
IR
IR
IR IR
IR
IR
IR IR
IR
IR
IR
IR
IR IR IR
SD SD
SD SD
IR IR IR
W12'' W12''
W12''
18
W
W
IR
E. QUARTZ CREEK STREET
PREVAIL WAY
TERRACE RIDGE DRIVE
MATCHLINE - SEE SHEET L1.01
MATCHLINE - SEE SHEET L1.04
MATCHLINE - SEE SHEET L1.04
MATCHLINE - SEE SHEET L1.05
MATCHLINE - SEE SHEET L1.04
MATCHLINE - SEE SHEET L1.06
MATCHLINE - SEE SHEET L1.02
MATCHLINE - SEE SHEET L1.04
START
END
START
END
END
END
IR IR
IR IR
IR
IR
IR
IR
IR IR
IR
IR IR IR
IR
IR IR IR IR IR
8''SS 8''SS
S
S
S
8''SS
8''SS 8''SS
8''SS
8''SS 8''SS
SD SD
SD
SD
SD
SD SD
SD
SD SD SD
W8'' W8'' W8''
W8'' W8''
W8''
W8'' W8''
W8''
W8'' W8''
W
1
9
12
11
3
4
5
6
7
2
10
1
SD
SD
SD
W
W
W
W
IR IR
IR IR
IR
IR
IR IR
IR
SD
SD
IR
IR IR
IR IR
IR
IR
IR
S
8''SS
FH
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD SD
SD
SD
W8''
W
7
8
10
2
SD
SD
SD
SD
IR IR
IR
IR IR
MATCHLINE - SEE SHEET L1. 05
MATCHLINE - SEE SHEET L1.06
MATCHLINE - SEE SHEET L1.04
MATCHLINE - SEE SHEET L1.06
MATCHLINE - SEE SHEET L1.06
MATCHLINE - SEE SHEET L1.07
END
START
END
START
1 VINYL FENCE PANEL
AREA 6
All rights reserved. Reproduction or use in any form
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MATCHLINE - SEE SHEET L1.06
MATCHLINE - SEE SHEET L1.07
END
AREA 7
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· Civil Engineering
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· Erosion & Sediment Control
· Graphic Communication
· Irrigation Design
· Land Planning
6661 North Glenwood Street
Garden City, Idaho 83714
Copyright
THE PROFESSIONAL SERVICES OF THE DESIGN PROFESSIONAL ARE UNDERTAKEN FOR AND ARE PERFORMED IN THE INTEREST OF "THE CLIENT" NO CONTRACTUAL OBLIGATION IS ASSUMED BY THE DESIGN PROFESSIONAL
FOR THE BENEFIT OF ANY OTHER PERSON INVOLVED IN THE PROJECT.
2021
8''SS 8''SS 8''SS S 8''SS 8''SS 8''SS 8''SS
IR IR IR IR IR IR IR IR IR IR IR IR
IR
IR
IR IR
IR
IR
IR
IR
IR IR
IR
A
ll rights reserved. Reproduction or use in any form
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2021
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2021
TERRACE RIDGE DRIVE
4 DECIDUOUS TREE PLANTING
5 CONIFEROUS TREE PLANTING
BOULDER INSTALLATION
3 IN RETAINING WALL
1 PARK AREA MONUMENT SIGN SECTION
PARK AREA MONUMENT SIGN ELEVATION
SHAFER VIEW
TERRACE
2
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1 SHAFER VIEW TERRACE ENTRY MONUMENT SIGN SECTION
SHAFER VIEW TERRACE ENTRY MONUMENT SIGN SECTION
SHAFER VIEW
TERRACE
2
3 SHAFER VIEW TERRACE ENTRY MONUMENT SIGN SECTION
SHAFER VIEW TERRACE ENTRY MONUMENT SIGN SECTION
SHAFER VIEW
ESTATES
4
FH
FH
1
9
2 3 4 5 6 7
16 15
17
13
14
12
11
3
4
5
6
7
8
1
2
10
2
FH
2730
2735
2740
2731
2732
2733
2734
2736
2737
2738
2739
2735
2735
2731
2732
2732
2733
2733
2734
2734
2730
2729
2731
2730
2726
2727
2728
2729
2731
2732
2732
2725
2724
2726
2727
2728
2729
All rights reserved. Reproduction or use in any form
FH
19
14
2 2 3
16
17
18
1
5
1
W
S
3
2
4
FH
FH
FH
FH
7
19
6
8
5
7
2 3 4
1
10
9
9
10
11
12
13
5 4 3 2 1
17
16
18
20
8 6
15
FH
2735
2734
2736
2737
2738
2739
2737
2738
2739
2735
2740
2740
2740
2737
2738
2739
2739
2735
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2021
NOTES:
OPTION #2 - WOOD MULCH
OPTION #1 - STRAW MULCH
1 MULCH
FIBER ROLL DETAIL
NOTE:
PLAN VIEW SECTION
PLAN VIEW
PLAN VIEW
5
DRAIN INLET FILTER (TYPE 2)
PLAN VIEW
SECTION VIEW
NOTES:
4
CONCRETE
WASHOUT
CONCRETE WASHOUT AREA
NOTES:
3
SILT FENCE
NOTES:
2
NOTE:
STABILIZED CONSTRUCTION
6 ENTRY
2734
2736
2737
2745
2742
2743
2744
2746
2747
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UNDERGROUND
MEMBER UTILITIES
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2021
IR
FH
E. QUARTZ CREEK STREET
CRYSTAL CREEK WAY
TERRACE RIDGE DRIVE
MATCHLINE - SEE SHEET L1.04
MATCHLINE - SEE SHEET L1.05
MATCHLINE - SEE SHEET L1. 05
MATCHLINE - SEE SHEET L1.06
MATCHLINE - SEE SHEET L1.04
MATCHLINE - SEE SHEET L1.06
END
START
END
END
END
START
START
AREA 5
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2021
START
(TYPICAL AT TREES IN TURF AREAS)
1 PLANTER BED CUT EDGE
AREA 4
WROUGHT IRON FENCE
NOTE:
2
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6661 North Glenwood Street
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Copyright
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2021
1 TREE PROTECTION DETAIL
9
12
13
17
16
18
15
W8''
W8''
8''SS
8''SS
IR
W
W
W
IR IR
IR
IR
IR
IR
IR IR IR
8''SS
W12''
S
FH
S. MERIDIAN ROAD
MATCHLINE - SEE SHEET L1.02
MATCHLINE - SEE SHEET L1.03
MATCHLINE - SEE SHEET L1.02
MATCHLINE - SEE SHEET L1.04
END
END
START
START
START
START
START
END
START
END
TERRACE RIDGE CIRCLE
MATCHLINE - SEE SHEET L1.01
MATCHLINE - SEE SHEET L1.02
AREA 2
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'WALL STAGGER' ENLARGEMENT AS
REQUIRED BY THE MERIDIAN UDC.
W
W
W
S
IR
IR
IR
IR
IR IR
IR
IR IR
IR
IR
IR
IR
IR
3
2
4
IR IR
IR
SD W8'' SD SD SD W8''
W12''
S
S
S S
S
S
S
8''SS
S
W8''
FH
FH
FH
FH
S
W12''
8''SS
IR
W
W
S
W
7
19
6
8
5
7
2 3 4
1
10
9
9
10
11
12
13
5 4 3 2 1
17
16
18
20
8 6
15
8''SS
W
W W W W
W
W W
W
W
W
W
W
W
S
FH
FH
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1 BERM ADJACENT TO MERIDIAN ROAD
E. SHAFER VIEW DRIVE
E. PRAIRIE VIEW LANE
S. PREVAIL WAY
S. CRYSTAL CREEK AVE
E. JARVIS CT
E. JARVIS ST
E. QUARTZ CREEK ST
S. MERIDIAN RD
STA: 2+71.43, OFF: 0.00'
RIM: 2736.73
12" PVC INV IN: 2732.12 (S)
12" PVC INV OUT: 2732.12 (N)
38.00 LF OF 12" ADS @ 1.00%
IRRIGATION MH #4
USER DITCH
STA: 3+13.42, OFF: 0.00'
RIM: 2737.14
12" PVC INV IN: 2731.70 (S)
12" PVC INV OUT: 2731.70 (N)
142.39 LF OF 12" ADS @ 0.25%
IRRIGATION MH #5
USER DITCH
STA: 4+59.80, OFF: 0.00'
RIM: 2734.32
12" PVC INV IN: 2731.33 (S)
12" PVC INV OUT: 2731.33 (W)
88.56 LF OF 12" ADS @ 0.25%
IRRIGATION MH #6
USER DITCH
STA: 5+52.36, OFF: 0.00'
RIM: 2735.64
12" PVC INV IN: 2731.10 (E)
12" PVC INV OUT: 2731.10 (N)
9.20 LF OF 12" ADS @ 0.25%
CONNECT TO EXISTING IRRIGATION LINE
USER DITCH
STA: 5+63.56, OFF: 0.00'
RIM: 2732.15
12" PVC INV IN: 2731.07 (S)
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4+00
5+00
6+00
6+99
IRRIGATION BOX #1
IRRIGATION MH #7
IRRIGATION MH #8
IRRIGATION MH #9
IRRIGATION MH #10
OUTFALL TO POND
GATE TO POND TO OVERFLOW
STA: 3+07.67, OFF: 0.00'
RIM: 2731.89
12" PVC INV IN: 2730.82 (S)
118.50 LF OF 12" ADS @ 1.88%
IRRIGATION MH #7
GATE TO POND TO OVERFLOW
STA: 1+87.18, OFF: 0.00'
RIM: 2737.16
12" PVC INV IN: 2733.08 (S)
12" PVC INV OUT: 2733.08 (N)
126.82 LF OF 12" ADS @ 5.04%
IRRIGATION BOX #1
GATE TO POND TO OVERFLOW
STA: 0+57.24, OFF: 0.00'
RIM: 2742.73
12" PVC INV IN: 2740.49 (SW)
12" PVC INV OUT: 2739.63 (N)
52.37 LF OF 12" ADS @ 0.50%
IRRIGATION MH #8
GATE TO POND TO OVERFLOW
STA: 4+94.72, OFF: 0.00'
RIM: 2731.15
12" PVC INV IN: 2724.16 (S)
12" PVC INV OUT: 2724.16 (NE)
38.10 LF OF 12" ADS @ 0.50%
IRRIGATION MH #9
GATE TO POND TO OVERFLOW
STA: 5+36.81, OFF: 0.00'
RIM: 2731.17
12" PVC INV IN: 2723.95 (SW)
12" PVC INV OUT: 2723.95 (NE)
160.39 LF OF 12" ADS @ 0.50%
OVERFLOW TO DITCH
GATE TO POND TO OVERFLOW
STA: 6+99.19, OFF: 0.00'
RIM: 2724.21
12" PVC INV IN: 2723.13 (SW)
IRRIGATION MH #10
GATE TO POND TO OVERFLOW
STA: 4+67.49, OFF: 0.00'
RIM: 2732.49
12" PVC INV IN: 2724.30 (S)
12" PVC INV OUT: 2724.30 (N)
23.23 LF OF 12" ADS @ 0.50%
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TRENCH SECTION
NOTE:
3
9 MASTER VALVE
7 WIRE SPLICE
THRUST BLOCK AND
8 ANCHOR DETAILS
S
S
S
8''SS 8''SS
8''SS
W12''
8''SS
S
W8''
FH
FH
FH
FH
SD
SD
SD
SD
SD
8''SS
W12''
W12'' W12''
8''SS
8''SS
IR IR
S
7
19
6
8
5
7
2 3 4
1
10
9
9
10
11
12
13
5 4 3 2 1
17
16
18
20
8 6
15
W8''
8''SS 8''SS
IR
IR
IR
IR
8''SS
S
FH
SD
207 LF
65 LF
150 LF
321 LF
54 LF
93 LF 237 LF
223 LF
193 LF
435 LF
73 LF
59 LF
246 LF
34 LF
864 LF
123 LF
91 LF
92 LF
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W W
S S
IR
IR
IR
IR IR
IR
IR IR
IR
IR IR
IR
IR IR
IR
IR
SD SD
SD
FH
819 LF
109 LF
333 LF
156 LF
116 LF
87 LF
247 LF
186 LF
207 LF
65 LF
150 LF
120 LF
X LF
68 LF
321 LF
37 LF
54 LF
28 LF
108 LF
119 LF
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DANGER -UNSAFE WATER NON-POTABLE WATER
DANGER-UNSAFE WATER
DANGER-UNSAFE WATER NON-POTABLE WATER
W12'' W12''
8''SS
8''SS
IR IR
W
W
S
W
7
19
6
8
5
7
2 3 4
1
10
9
9
10
11
12
13
5 4 3 2 1
17
16
18
20
8 6
15
W8''
8''SS 8''SS
W
W W
W
W
W
W W
W
W
W
W
IR
IR
IR
IR
W
W
8''SS
S
FH
SD
33 LF
167 LF 12"
139 LF 12"
130 LF 12"
8" 391 LF
200 LF 8"
22 LF 8"
8" 175 LF
23 LF 8"
8"
8"
8"
8"
8"
12"
12"
52 LF 12"
28 LF
8 LF
8 LF 8 LF
33 LF
33 LF
38 LF
37 LF
32 LF
14 LF
14 LF
31 LF
62 LF 12"
23 LF
27 LF
12"x12"
12"x12"
12"x12"
12"
12"
12"
12"x8"
12"
253 LF 12"
151 LF 12"
20 LF 12"
8" 207 LF
8" 42 LF
8 LF
12"
12"
12" 87 LF
W W FH
All rights reserved. Reproduction or use in any form
or by any means without written permission of
Breckon Land Design, Inc. is unlawful and subject to
criminal prosecution.
REVISIONS
No. Date Description
CALL 2 BUSINESS DAYS
IN ADVANCE BEFORE
YOU DIG, GRADE, OR
EXCAVATE FOR THE
MARKING OF
UNDERGROUND
MEMBER UTILITIES
.gid uoy erofeb llaC
s'tahw wonK woleb .
R
www.breckonlanddesign.com
Fax: 208-376-6528
Phone: 208-376-5153
· Civil Engineering
· Landscape Architecture
· Erosion & Sediment Control
· Graphic Communication
· Irrigation Design
· Land Planning
6661 North Glenwood Street
Garden City, Idaho 83714
Copyright
THE PROFESSIONAL SERVICES OF THE DESIGN PROFESSIONAL ARE UNDERTAKEN FOR AND ARE PERFORMED IN THE INTEREST OF "THE CLIENT" NO CONTRACTUAL OBLIGATION IS ASSUMED BY THE DESIGN PROFESSIONAL
FOR THE BENEFIT OF ANY OTHER PERSON INVOLVED IN THE PROJECT.
2021
MATCHLINE - SEE SHEET C5.01
7
8
1
2
10
S
SD
SD
W W
W W W
W
W
W
W W
S S
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR IR
IR
IR
IR
IR
IR
SD SD
SD
IR IR
W12''
18
W
W
FH
363 LF
209 LF
8"
8" 183 LF
8"
8"
8"
8"
8 LF 8 LF
28 LF
8 LF
28 LF
186 LF 12"
167 LF 12"
8" 188 LF
8" 30 LF
11 LF
28 LF
12 LF
15 LF
29 LF
8"x8"
12"x12"
73 LF 8"
25 LF
8"
43 LF 8"
8" 270 LF
8" 63 LF
W W FH
All rights reserved. Reproduction or use in any form
or by any means without written permission of
Breckon Land Design, Inc. is unlawful and subject to
criminal prosecution.
REVISIONS
No. Date Description
CALL 2 BUSINESS DAYS
IN ADVANCE BEFORE
YOU DIG, GRADE, OR
EXCAVATE FOR THE
MARKING OF
UNDERGROUND
MEMBER UTILITIES
.gid uoy erofeb llaC
s'tahw wonK woleb .
R
www.breckonlanddesign.com
Fax: 208-376-6528
Phone: 208-376-5153
· Civil Engineering
· Landscape Architecture
· Erosion & Sediment Control
· Graphic Communication
· Irrigation Design
· Land Planning
6661 North Glenwood Street
Garden City, Idaho 83714
Copyright
THE PROFESSIONAL SERVICES OF THE DESIGN PROFESSIONAL ARE UNDERTAKEN FOR AND ARE PERFORMED IN THE INTEREST OF "THE CLIENT" NO CONTRACTUAL OBLIGATION IS ASSUMED BY THE DESIGN PROFESSIONAL
FOR THE BENEFIT OF ANY OTHER PERSON INVOLVED IN THE PROJECT.
2021
MATCHLINE - SEE SHEET C5.02
3+00
4+00
6+00 5+00
4+00 3+00
6+42 6+00 5+00
SSMH #11
SSMH #10
SSMH #13
SSMH #14
SSMH #15
SSMH #16
4" PVC SERVICE
SS D STA: 6+82.43
45' @ 2.0%
INV @ END : 2744.33
4" PVC SERVICE
SS D STA: 6+20.13
41' @ 2.0%
INV @ END : 2744.05
4" PVC SERVICE
SS D STA: 5+16.44
40' @ 2.0%
INV @ END : 2743.18
4" PVC SERVICE
SS C STA: 4+19.73
36' @ 2.0%
INV @ END : 2733.46
4" PVC SERVICE
SS D STA: 5+31.47
550' @ 2.0%
INV @ END : 2733.38
4" PVC SERVICE
SS D STA: 5+48.39
450' @ 2.0%
INV @ END : 2733.96
S
W FH
FINISH GROUND CENTERLINE
EXISTING GROUND CENTERLINE
FINISHED GROUND
EXISTING GROUND
SSMH #11
SS C
STA: 4+38.06, OFF: 0.00'
RIM: 2739.58
8" PVC INV IN: 2732.58 (W)
8" PVC INV IN: 2732.58 (S)
8" PVC INV OUT: 2732.68 (E)
245.78 LF OF 8" PVC @ 1.88%
SSMH #13
SS D
STA: 2+49.77, OFF: 0.00'
RIM: 2745.15
8" PVC INV IN: 2737.38 (SW)
8" PVC INV OUT: 2737.28 (N)
175.48 LF OF 8" PVC @ 0.40%
SSMH #14
SS D
STA: 4+29.25, OFF: 0.00'
RIM: 2747.94
8" PVC INV IN: 2738.20 (NW)
8" PVC INV OUT: 2738.10 (NE)
188.70 LF OF 8" PVC @ 2.40%
SSMH #15
SS D
STA: 6+21.92, OFF: 0.00'
RIM: 2748.84
8" PVC INV IN: 2742.92 (W)
8" PVC INV OUT: 2742.82 (SE)
62.18 LF OF 8" PVC @ 0.60%
SSMH #16
SS D
STA: 6+88.11, OFF: 0.00'
RIM: 2748.32
8" PVC INV OUT: 2743.32 (E)
All rights reserved. Reproduction or use in any form
or by any means without written permission of
Breckon Land Design, Inc. is unlawful and subject to
criminal prosecution.
REVISIONS
No. Date Description
CALL 2 BUSINESS DAYS
IN ADVANCE BEFORE
YOU DIG, GRADE, OR
EXCAVATE FOR THE
MARKING OF
UNDERGROUND
MEMBER UTILITIES
.gid uoy erofeb llaC
s'tahw wonK woleb .
R
www.breckonlanddesign.com
Fax: 208-376-6528
Phone: 208-376-5153
· Civil Engineering
· Landscape Architecture
· Erosion & Sediment Control
· Graphic Communication
· Irrigation Design
· Land Planning
6661 North Glenwood Street
Garden City, Idaho 83714
Copyright
THE PROFESSIONAL SERVICES OF THE DESIGN PROFESSIONAL ARE UNDERTAKEN FOR AND ARE PERFORMED IN THE INTEREST OF "THE CLIENT" NO CONTRACTUAL OBLIGATION IS ASSUMED BY THE DESIGN PROFESSIONAL
FOR THE BENEFIT OF ANY OTHER PERSON INVOLVED IN THE PROJECT.
2021
E. SHAFER VIEW DR.
S. MERIDIAN RD
MATCHLINE - SEE SHEET C4.06
S
FH
0+00
7+00 6+00 5+00 4+00 3+00 2+00
0+00
1+00
2+00
4+00 3+00
6+00 5+00
6+42
SSMH #9
SSMH #7 SSMH #6
SSMH #12
SSMH #11
SSMH #10
4" PVC SERVICE
SS B STA: 1+84.59
41' @ 2.0%
INV @ END : 2730.92
4" PVC SERVICE
SS B STA: 2+79.59
41' @ 2.0%
INV @ END : 2730.51
4" PVC SERVICE
SS B STA: 3+64.59
41' @ 2.0%
INV @ END : 2730.04
4" PVC SERVICE
SS B STA: 4+44.84
41' @ 2.0%
INV @ END : 2729.75
4" PVC SERVICE
SS B STA: 5+24.84
41' @ 2.0%
INV @ END : 2729.50
4" PVC SERVICE
SS B STA: 6+04.84
41' @ 2.0%
INV @ END : 2729.46
4" PVC SERVICE
SS B STA: 6+79.84
41' @ 2.0%
INV @ END : 2729.49
4" PVC SERVICE
SS B STA: 1+90.13
22' @ 2.0%
INV @ END : 2731.41
4" PVC SERVICE
SS B STA: 3+62.62
17' @ 2.0%
INV @ END : 2730.56
4" PVC SERVICE
SS B STA: 4+42.62
17' @ 2.0%
INV @ END : 2730.34
4" PVC SERVICE
SS B STA: 5+22.62
17' @ 2.0%
INV @ END : 2730.10
4" PVC SERVICE
SS B STA: 6+02.62
17' @ 2.0%
INV @ END : 2730.04
4" PVC SERVICE
SS B STA: 6+82.62
17' @ 2.0%
INV @ END : 2730.10
4" PVC SERVICE
SS C STA: 6+30.47
37' @ 2.0%
INV @ END : 2733.37
4" PVC SERVICE
SS C STA: 5+38.23
32' @ 2.0%
INV @ END : 2733.58
4" PVC SERVICE
SS C STA: 4+19.73
36' @ 2.0%
INV @ END : 2733.46
4" PVC SERVICE
SS D STA: 5+31.47
550' @ 2.0%
INV @ END : 2733.38
4" PVC SERVICE
SS D STA: 5+43.57
619' @ 2.0%
INV @ END : 2732.78
4" PVC SERVICE
SS D STA: 5+48.39
450' @ 2.0%
INV @ END : 2733.96
S
W FH
FINISH GROUND CENTERLINE
EXISTING GROUND CENTERLINE
FINISHED GROUND
EXISTING GROUND
SSMH #6
SS B
STA: 2+87.58, OFF: 0.00' R
RIM: 2735.67
8" PVC INV IN: 2726.56 (W)
8" PVC INV IN: 2726.56 (S)
8" PVC INV OUT: 2726.46 (E)
SSMH #12
SS C
STA: 6+42.48, OFF: 0.00'
RIM: 2738.50
8" PVC INV OUT: 2733.94 (E)
200.42 LF OF 8" PVC @ 0.67%
SSMH #11
SS C
STA: 4+38.06, OFF: 0.00'
RIM: 2739.58
8" PVC INV IN: 2732.58 (W)
8" PVC INV IN: 2732.58 (S)
8" PVC INV OUT: 2732.68 (E)
139.88 LF OF 8" PVC @ 0.40%
SSMH #10
SS C
STA: 2+94.18, OFF: 0.00'
RIM: 2738.36
8" PVC INV IN: 2732.10 (W)
8" PVC INV OUT: 2732.00 (NE)
158.64 LF OF 8" PVC @ 0.40%
SSMH #9
SS C
STA: 1+31.54, OFF: 0.00'
RIM: 2737.09
8" PVC INV IN: 2731.35 (SW)
8" PVC INV OUT: 2731.25 (N)
127.56 LF OF 8" PVC @ 3.57%
All rights reserved. Reproduction or use in any form
or by any means without written permission of
Breckon Land Design, Inc. is unlawful and subject to
criminal prosecution.
REVISIONS
No. Date Description
CALL 2 BUSINESS DAYS
IN ADVANCE BEFORE
YOU DIG, GRADE, OR
EXCAVATE FOR THE
MARKING OF
UNDERGROUND
MEMBER UTILITIES
.gid uoy erofeb llaC
s'tahw wonK woleb .
R
www.breckonlanddesign.com
Fax: 208-376-6528
Phone: 208-376-5153
· Civil Engineering
· Landscape Architecture
· Erosion & Sediment Control
· Graphic Communication
· Irrigation Design
· Land Planning
6661 North Glenwood Street
Garden City, Idaho 83714
Copyright
THE PROFESSIONAL SERVICES OF THE DESIGN PROFESSIONAL ARE UNDERTAKEN FOR AND ARE PERFORMED IN THE INTEREST OF "THE CLIENT" NO CONTRACTUAL OBLIGATION IS ASSUMED BY THE DESIGN PROFESSIONAL
FOR THE BENEFIT OF ANY OTHER PERSON INVOLVED IN THE PROJECT.
2021
E. JARVIS ST
E. HELIOTROPE DR
S. KEYPORT WAY
MATCHLINE - SEE SHEET C4.04
MATCHLINE - SEE SHEET C4.07
MATCHLINE - SEE SHEET
C4.05
INV @ END : 2732.16
4" PVC SERVICE
SS B STA: 9+78.19
27' @ 2.0%
INV @ END : 2733.06
S
W FH
SSMH #7
SS B
STA: 7+64.15, OFF: 0.00'
RIM: 2733.34
8" PVC INV IN: 2728.57 (S)
8" PVC INV OUT: 2728.47 (E)
215.48 LF OF 8" PVC @ 1.61%
SSMH #8
SS B
STA: 9+83.61, OFF: 0.00'
RIM: 2737.26
8" PVC INV OUT: 2732.09 (N)
FINISH GROUND CENTERLINE
EXISTING GROUND CENTERLINE
FINISHED GROUND
EXISTING GROUND
All rights reserved. Reproduction or use in any form
or by any means without written permission of
Breckon Land Design, Inc. is unlawful and subject to
criminal prosecution.
REVISIONS
No. Date Description
CALL 2 BUSINESS DAYS
IN ADVANCE BEFORE
YOU DIG, GRADE, OR
EXCAVATE FOR THE
MARKING OF
UNDERGROUND
MEMBER UTILITIES
.gid uoy erofeb llaC
s'tahw wonK woleb .
R
www.breckonlanddesign.com
Fax: 208-376-6528
Phone: 208-376-5153
· Civil Engineering
· Landscape Architecture
· Erosion & Sediment Control
· Graphic Communication
· Irrigation Design
· Land Planning
6661 North Glenwood Street
Garden City, Idaho 83714
Copyright
THE PROFESSIONAL SERVICES OF THE DESIGN PROFESSIONAL ARE UNDERTAKEN FOR AND ARE PERFORMED IN THE INTEREST OF "THE CLIENT" NO CONTRACTUAL OBLIGATION IS ASSUMED BY THE DESIGN PROFESSIONAL
FOR THE BENEFIT OF ANY OTHER PERSON INVOLVED IN THE PROJECT.
2021
E. JARVIS ST
S. SNOWDEN AVE
E. HELIOTROPE DR
MATCHLINE - SEE SHEET C4.04
MATCHLINE - SEE SHEET
C4.06
41' @ 2.0%
INV @ END : 2730.77
4" PVC SERVICE
SS B STA: 0+97.15
22' @ 2.0%
INV @ END : 2731.51
SSMH #9
SSMH #7 SSMH #6
4" PVC SERVICE
SS B STA: 1+84.59
41' @ 2.0%
INV @ END : 2730.92
4" PVC SERVICE
SS B STA: 2+79.59
41' @ 2.0%
INV @ END : 2730.51
4" PVC SERVICE
SS B STA: 3+64.59
41' @ 2.0%
INV @ END : 2730.04
4" PVC SERVICE
SS B STA: 4+44.84
41' @ 2.0%
INV @ END : 2729.75
4" PVC SERVICE
SS B STA: 5+24.84
41' @ 2.0%
INV @ END : 2729.50
4" PVC SERVICE
SS B STA: 6+04.84
41' @ 2.0%
INV @ END : 2729.46
4" PVC SERVICE
SS B STA: 6+79.84
41' @ 2.0%
INV @ END : 2729.49
4" PVC SERVICE
SS B STA: 7+42.94
55' @ 2.0%
INV @ END : 2729.51
4" PVC SERVICE
SS B STA: 1+90.13
22' @ 2.0%
INV @ END : 2731.41
4" PVC SERVICE
SS B STA: 3+62.62
17' @ 2.0%
INV @ END : 2730.56
4" PVC SERVICE
SS B STA: 4+42.62
17' @ 2.0%
INV @ END : 2730.34
4" PVC SERVICE
SS B STA: 5+22.62
17' @ 2.0%
INV @ END : 2730.10
4" PVC SERVICE
SS B STA: 6+02.62
17' @ 2.0%
INV @ END : 2730.04
4" PVC SERVICE
SS B STA: 6+82.62
17' @ 2.0%
INV @ END : 2730.10
S
W FH
FINISH GROUND CENTERLINE
EXISTING GROUND CENTERLINE
FINISHED GROUND
EXISTING GROUND
SSMH #1
SS A
STA: 2+04.41, OFF: 0.00' R
RIM: 2737.11
8" PVC INV IN: 2723.45 (E)
8" PVC INV IN: 2723.45 (W)
8" PVC INV OUT: 2723.35 (N)
SSMH #7
SS B
STA: 7+64.15, OFF: 0.00'
RIM: 2733.34
8" PVC INV IN: 2728.57 (S)
8" PVC INV OUT: 2728.47 (E)
472.57 LF OF 8" PVC @ 0.40%
SSMH #6
SS B
STA: 2+87.58, OFF: 0.00' R
RIM: 2735.67
8" PVC INV IN: 2726.56 (W)
8" PVC INV IN: 2726.56 (S)
8" PVC INV OUT: 2726.46 (E)
283.59 LF OF 8" PVC @ 1.05%
All rights reserved. Reproduction or use in any form
or by any means without written permission of
Breckon Land Design, Inc. is unlawful and subject to
criminal prosecution.
REVISIONS
No. Date Description
CALL 2 BUSINESS DAYS
IN ADVANCE BEFORE
YOU DIG, GRADE, OR
EXCAVATE FOR THE
MARKING OF
UNDERGROUND
MEMBER UTILITIES
.gid uoy erofeb llaC
s'tahw wonK woleb .
R
www.breckonlanddesign.com
Fax: 208-376-6528
Phone: 208-376-5153
· Civil Engineering
· Landscape Architecture
· Erosion & Sediment Control
· Graphic Communication
· Irrigation Design
· Land Planning
6661 North Glenwood Street
Garden City, Idaho 83714
Copyright
THE PROFESSIONAL SERVICES OF THE DESIGN PROFESSIONAL ARE UNDERTAKEN FOR AND ARE PERFORMED IN THE INTEREST OF "THE CLIENT" NO CONTRACTUAL OBLIGATION IS ASSUMED BY THE DESIGN PROFESSIONAL
FOR THE BENEFIT OF ANY OTHER PERSON INVOLVED IN THE PROJECT.
2021
E. JARVIS ST
E. QUARTZ CREEK ST
S. CRYSTAL CREEK AVE
S. SNOWDEN AVE
S. KEYPORT WAY
MATCHLINE - SEE SHEET C4.02
MATCHLINE - SEE SHEET C4.05 MATCHLINE - SEE SHEET C4.06
11+00
12+00 13+00 13+27
SSMH #5
SSMH #4
SSMH #3
4" PVC SERVICE
SS A STA: 7+68.82
41' @ 2.0%
INV @ END : 2725.96
4" PVC SERVICE
SS A STA: 7+36.26
22' @ 2.0%
INV @ END : 2728.87
4" PVC SERVICE
SS A STA: 8+28.90
22' @ 2.0%
INV @ END : 2728.19
4" PVC SERVICE
SS A STA: 9+13.84
40' @ 2.0%
INV @ END : 2724.79
4" PVC SERVICE
SS A STA: 9+74.98
44' @ 2.0%
INV @ END : 2724.92
4" PVC SERVICE
SS A STA: 10+56.61
44' @ 2.0%
INV @ END : 2725.82
4" PVC SERVICE
SS A STA: 11+44.97
38' @ 2.0%
INV @ END : 2726.65
4" PVC SERVICE
SS A STA: 12+20.27
46' @ 2.0%
INV @ END : 2727.98
4" PVC SERVICE
SS A STA: 13+07.43
54' @ 2.0%
INV @ END : 2727.05
4" PVC SERVICE
SS A STA: 13+28.41
39' @ 2.0%
INV @ END : 2728.34
4" PVC SERVICE
SS A STA: 9+67.71
20' @ 2.0%
INV @ END : 2727.44
S
W FH
FINISH GROUND CENTERLINE
EXISTING GROUND CENTERLINE
FINISHED GROUND
EXISTING GROUND
SSMH #3
SS A
STA: 9+36.07, OFF: 0.00'
RIM: 2731.53
8" PVC INV IN: 2726.57 (SE)
8" PVC INV OUT: 2726.47 (W)
197.92 LF OF 8" PVC @ 0.40%
SSMH #4
SS A
STA: 11+37.99, OFF: 0.00'
RIM: 2731.57
8" PVC INV IN: 2727.48 (SE)
8" PVC INV OUT: 2727.38 (NW)
184.76 LF OF 8" PVC @ 0.62%
SSMH #5
SS A
STA: 13+26.74, OFF: 0.00'
RIM: 2733.52
8" PVC INV OUT: 2728.65 (NW)
All rights reserved. Reproduction or use in any form
or by any means without written permission of
Breckon Land Design, Inc. is unlawful and subject to
criminal prosecution.
REVISIONS
No. Date Description
CALL 2 BUSINESS DAYS
IN ADVANCE BEFORE
YOU DIG, GRADE, OR
EXCAVATE FOR THE
MARKING OF
UNDERGROUND
MEMBER UTILITIES
.gid uoy erofeb llaC
s'tahw wonK woleb .
R
www.breckonlanddesign.com
Fax: 208-376-6528
Phone: 208-376-5153
· Civil Engineering
· Landscape Architecture
· Erosion & Sediment Control
· Graphic Communication
· Irrigation Design
· Land Planning
6661 North Glenwood Street
Garden City, Idaho 83714
Copyright
THE PROFESSIONAL SERVICES OF THE DESIGN PROFESSIONAL ARE UNDERTAKEN FOR AND ARE PERFORMED IN THE INTEREST OF "THE CLIENT" NO CONTRACTUAL OBLIGATION IS ASSUMED BY THE DESIGN PROFESSIONAL
FOR THE BENEFIT OF ANY OTHER PERSON INVOLVED IN THE PROJECT.
2021
E. JARVIS ST
E. JARVIS CT
S. CRYSTAL CREEK AVE
MATCHLINE - SEE SHEET C4.02
41' @ 2.0%
INV @ END : 2728.62
4" PVC SERVICE
SS A STA: 5+88.82
41' @ 2.0%
INV @ END : 2728.49
4" PVC SERVICE
SS A STA: 6+78.82
41' @ 2.0%
INV @ END : 2727.35
4" PVC SERVICE
SS A STA: 7+68.82
41' @ 2.0%
INV @ END : 2725.96
4" PVC SERVICE
SS A STA: 3+18.82
41' @ 2.0%
INV @ END : 2729.91
4" PVC SERVICE
SS A STA: 3+16.26
22' @ 2.0%
INV @ END : 2730.96
4" PVC SERVICE
SS A STA: 4+06.26
22' @ 2.0%
INV @ END : 2730.22
4" PVC SERVICE
SS A STA: 4+96.26
22' @ 2.0%
INV @ END : 2730.20
4" PVC SERVICE
SS A STA: 6+16.26
22' @ 2.0%
INV @ END : 2729.96
4" PVC SERVICE
SS A STA: 7+36.26
22' @ 2.0%
INV @ END : 2728.87
4" PVC SERVICE
SS A STA: 8+28.90
22' @ 2.0%
INV @ END : 2728.19
4" PVC SERVICE
SS A STA: 9+13.84
40' @ 2.0%
INV @ END : 2724.79
4" PVC SERVICE
SS A STA: 9+74.98
44' @ 2.0%
INV @ END : 2724.92
4" PVC SERVICE
SS A STA: 10+56.61
44' @ 2.0%
INV @ END : 2725.82
4" PVC SERVICE
SS A STA: 9+67.71
20' @ 2.0%
INV @ END : 2727.44
S
W FH
FINISH GROUND CENTERLINE
EXISTING GROUND CENTERLINE
FINISHED GROUND
EXISTING GROUND
SSMH #1
SS A
STA: 2+04.41, OFF: 0.00' R
RIM: 2737.11
8" PVC INV IN: 2723.45 (E)
8" PVC INV IN: 2723.45 (W)
8" PVC INV OUT: 2723.35 (N)
363.93 LF OF 8" PVC @ 0.40%
SSMH #2
SS A
STA: 5+72.34, OFF: 0.00'
RIM: 2734.05
8" PVC INV IN: 2725.02 (E)
8" PVC INV OUT: 2724.92 (W)
359.74 LF OF 8" PVC @ 0.40%
All rights reserved. Reproduction or use in any form
or by any means without written permission of
Breckon Land Design, Inc. is unlawful and subject to
criminal prosecution.
REVISIONS
No. Date Description
CALL 2 BUSINESS DAYS
IN ADVANCE BEFORE
YOU DIG, GRADE, OR
EXCAVATE FOR THE
MARKING OF
UNDERGROUND
MEMBER UTILITIES
.gid uoy erofeb llaC
s'tahw wonK woleb .
R
www.breckonlanddesign.com
Fax: 208-376-6528
Phone: 208-376-5153
· Civil Engineering
· Landscape Architecture
· Erosion & Sediment Control
· Graphic Communication
· Irrigation Design
· Land Planning
6661 North Glenwood Street
Garden City, Idaho 83714
Copyright
THE PROFESSIONAL SERVICES OF THE DESIGN PROFESSIONAL ARE UNDERTAKEN FOR AND ARE PERFORMED IN THE INTEREST OF "THE CLIENT" NO CONTRACTUAL OBLIGATION IS ASSUMED BY THE DESIGN PROFESSIONAL
FOR THE BENEFIT OF ANY OTHER PERSON INVOLVED IN THE PROJECT.
2021
E. JARVIS ST
S. PREVAIL WAY
E. QUARTZ CREEK ST
S. CRYSTAL CREEK AVE
MATCHLINE - SEE SHEET C4.04
MATCHLINE - SEE SHEET C4.03
MATCHLINE - SEE SHEET C4.01
Phone: 208-376-5153
· Civil Engineering
· Landscape Architecture
· Erosion & Sediment Control
· Graphic Communication
· Irrigation Design
· Land Planning
6661 North Glenwood Street
Garden City, Idaho 83714
Copyright
THE PROFESSIONAL SERVICES OF THE DESIGN PROFESSIONAL ARE UNDERTAKEN FOR AND ARE PERFORMED IN THE INTEREST OF "THE CLIENT" NO CONTRACTUAL OBLIGATION IS ASSUMED BY THE DESIGN PROFESSIONAL
FOR THE BENEFIT OF ANY OTHER PERSON INVOLVED IN THE PROJECT.
2021
S. PREVAIL WAY
E. QUARTZ CREEK ST
E. JARVIS ST
MATCHLINE - SEE SHEET C4.02
Phone: 208-376-5153
· Civil Engineering
· Landscape Architecture
· Erosion & Sediment Control
· Graphic Communication
· Irrigation Design
· Land Planning
6661 North Glenwood Street
Garden City, Idaho 83714
Copyright
THE PROFESSIONAL SERVICES OF THE DESIGN PROFESSIONAL ARE UNDERTAKEN FOR AND ARE PERFORMED IN THE INTEREST OF "THE CLIENT" NO CONTRACTUAL OBLIGATION IS ASSUMED BY THE DESIGN PROFESSIONAL
FOR THE BENEFIT OF ANY OTHER PERSON INVOLVED IN THE PROJECT.
2021
E. SHAFER VIEW DR.
N: 688342.68
E: 2454309.78
Q25 = 2.41 CFS
Q100 = 3.37 CFS
1500 G SG #5
RE: 2732.56
ELEV IN: 2729.71
ELEV INLET BAFFLE: 2729.21
ELEV OUTLET BAFFLE: 2729.61
ELEV OUT: 2729.20
BAFFLE SPACING: 20"
N: 688340.58
E: 2454309.78
SDMH #6
RE: 2732.49
18" INV: 2729.20
N: 688326.14
E: 2454309.79
Q25 = 1.21 CFS
Q100 = 1.69 CFS
SDMH #12
RE: 2733.17
18" INV: 2727.51
N: 688289.14
E: 2454167.81
Q25 = 6.99 CFS
Q100 = 9.75 CFS
11 LF 0%
IR IR IR IR IR IR IR IR
1
SD SD SD
SD SD SD
1000 G SG #6
RE: 2729.00
ELEV IN: 2727.09
ELEV INLET BAFFLE: 2726.59
ELEV OUTLET BAFFLE: 2726.99
ELEV OUT: 2725.30
BAFFLE SPACING: 20"
N: 688341.41
E: 2455361.97
SB #3
FG: 2728.80
WIDTH = 23'
LENGTH = 58'
DEPTH = 6'
TOP OF GRAVEL = 2727.30
BOTTOM OF GRAVEL = 2721.30
BOTTOM OF SAND = 2719.80
GROUNDWATER EL = <2716
INFILTRATION RATE = 8 IN/HR
V100= 4,093 CF
N: 688332.85
E: 2455410.60
48 LF
TYPE IV CB #4
RE: 2728.47
12" INV: 2725.97
N: 688343.50
E: 2455361.97
Q25 = 2.19 CFS
Q100 = 3.06 CFS
SDMH #7
RE: 2729.27
18" INV: 2725.30
N: 688328.01
E: 2455361.98
Q25 = 1.10 CFS
Q100 = 1.53 CFS
0% 5 LF
All rights reserved. Reproduction or use in any form
or by any means without written permission of
Breckon Land Design, Inc. is unlawful and subject to
criminal prosecution.
REVISIONS
No. Date Description
CALL 2 BUSINESS DAYS
IN ADVANCE BEFORE
YOU DIG, GRADE, OR
EXCAVATE FOR THE
MARKING OF
UNDERGROUND
MEMBER UTILITIES
.gid uoy erofeb llaC
s'tahw wonK woleb .
R
www.breckonlanddesign.com
Fax: 208-376-6528
Phone: 208-376-5153
· Civil Engineering
· Landscape Architecture
· Erosion & Sediment Control
· Graphic Communication
· Irrigation Design
· Land Planning
6661 North Glenwood Street
Garden City, Idaho 83714
Copyright
THE PROFESSIONAL SERVICES OF THE DESIGN PROFESSIONAL ARE UNDERTAKEN FOR AND ARE PERFORMED IN THE INTEREST OF "THE CLIENT" NO CONTRACTUAL OBLIGATION IS ASSUMED BY THE DESIGN PROFESSIONAL
FOR THE BENEFIT OF ANY OTHER PERSON INVOLVED IN THE PROJECT.
2021
Q100 = 1.69 CFS
SB #5
FG: 2734.58
WIDTH = 60'
LENGTH = 75'
DEPTH = 5.6'
TOP OF GRAVEL = 2731.00
BOTTOM OF GRAVEL = 2725.40
BOTTOM OF SAND = 2723.90
GROUNDWATER EL = <2721
INFILTRATION RATE = 8 IN/HR
V100=13,067 CF
N: 688265.83
E: 2454108.82
TYPE IV CB #7
RE: 2733.26
12" INV: 2730.76
N: 688129.02
E: 2454238.21
Q25 = 3.03 CFS
Q100 = 4.24 CFS
SDMH #9
RE: 2733.47
18" INV: 2727.51
N: 688244.14
E: 2454167.70
Q25 = 6.99 CFS
Q100 = 9.75 CFS
SDMH #10
RE: 2733.34
18" INV: 2727.51
N: 688259.14
E: 2454167.73
Q25 = 6.99 CFS
Q100 = 9.75 CFS
SDMH #11
RE: 2733.22
18" INV: 2727.51
N: 688274.23
E: 2454167.77
Q25 = 6.99 CFS
Q100 = 9.75 CFS
SDMH #12
RE: 2733.17
18" INV: 2727.51
N: 688289.14
E: 2454167.81
Q25 = 6.99 CFS
Q100 = 9.75 CFS
11 LF 0%
11 LF 0%
11 LF 0%
65 LF
65 LF
TYPE IV CB #8
RE: 2732.73
18" INV: 2728.51
N: 688167.90
E: 2454198.75
Q25 = 1.59 CFS
Q100 = 2.22 CFS
0.9% 34 LF
1500 GAL SG #8, 9 & 10
RE: 2733.14
ELEV IN: 2728.50
ELEV INLET BAFFLE: 2728.00
ELEV OUTLET BAFFLE: 2728.40
ELEV OUT: 2728.15
BAFFLE SPACING: 20"
N: 688176.75
E: 2454197.62
12" SD IE 30.10
8" SS IE 27.40
1% 44 LF
1% 20 LF
0.8% 419 LF
SDMH #13
RE: 2732.68
12" INV: 2729.18
18" INV: 2728.68
N: 688159.30
E: 2454216.98
Q25 = 5.40 CFS
Q100 = 7.53 CFS
1.0% 18 LF
SDMH #15
RE: 2734.08
18" INV: 2727.71
N: 688220.36
E: 2454167.64
Q25 = CFS
Q100 = CFS
1050
2591.15
TYPE IV, CB #1
8''SS 8''SS 8''SS 8''SS 8''SS 8''SS
W8'' W8'' W8'' W8'' W8''
SD SD SD SD
SD
SD SD SD SD
W12''
S
FH
8''SS
SD
SDMH #14
RE: 2735.09
12" INV: 2732.64
N: 688159.03
E: 2454640.33
Q25 = 2.89 CFS
Q100 = 4.02 CFS
TYPE IV CB #9
RE: 2735.30
12" INV: 2732.80
N: 688141.86
E: 2454649.58
Q25 = 2.37 CFS
Q100 = 3.29 CFS
1.0% 16 LF
All rights reserved. Reproduction or use in any form
or by any means without written permission of
Breckon Land Design, Inc. is unlawful and subject to
criminal prosecution.
REVISIONS
No. Date Description
CALL 2 BUSINESS DAYS
IN ADVANCE BEFORE
YOU DIG, GRADE, OR
EXCAVATE FOR THE
MARKING OF
UNDERGROUND
MEMBER UTILITIES
.gid uoy erofeb llaC
s'tahw wonK woleb .
R
www.breckonlanddesign.com
Fax: 208-376-6528
Phone: 208-376-5153
· Civil Engineering
· Landscape Architecture
· Erosion & Sediment Control
· Graphic Communication
· Irrigation Design
· Land Planning
6661 North Glenwood Street
Garden City, Idaho 83714
Copyright
THE PROFESSIONAL SERVICES OF THE DESIGN PROFESSIONAL ARE UNDERTAKEN FOR AND ARE PERFORMED IN THE INTEREST OF "THE CLIENT" NO CONTRACTUAL OBLIGATION IS ASSUMED BY THE DESIGN PROFESSIONAL
FOR THE BENEFIT OF ANY OTHER PERSON INVOLVED IN THE PROJECT.
2021
MATCHLINE A
MATCHLINE A
89 LF
0.7%
100 LF 0.7%
0.7%
3.5% 12 LF
3.0% 14 LF
201 LF
201 LF
41 LF 1.0%
0% 12 LF
9.1% 38 LF
SB #1
FG: 2733.92
WIDTH = 35'
LENGTH = 211'
DEPTH = 5.6'
TOP OF GRAVEL = 2727.20
BOTTOM OF GRAVEL = 2721.60
BOTTOM OF SAND = 2720.10
GROUNDWATER EL = <2717
INFILTRATION RATE = 8 IN/HR
V100= 21,535 CF
N: 687752.17
E: 2456035.79
TYPE IV CB #1
RE: 2730.72
12" INV: 2728.22
N: 688108.98
E: 2455813.33
Q25 = 1.41 CFS
Q100 = 1.97 CFS
TYPE IV CB #2
RE: 2730.72
12" INV: 2728.22
N: 688083.28
E: 2455795.40
Q25 = 4.07 CFS
Q100 = 5.67 CFS
SDMH #1
RE: 2730.54
12" INV: 2727.80
18" INV: 2727.30
N: 688094.54
E: 2455803.26
Q25 = 7.07 CFS
Q100 = 9.86 CFS
SDMH #2
RE: 2731.00
18" INV: 2726.68
N: 688039.51
E: 2455882.46
Q25 = 7.07 CFS
Q100 = 9.86 CFS
SDMH #3
RE: 2731.76
18" INV: 2725.75
N: 687919.62
E: 2455939.09
Q25 = 7.07 CFS
Q100 = 9.86 CFS
SDMH #5
RE: 2737.16
18" INV: 2723.83
N: 687740.96
E: 2455924.72
Q25 = 11.53 CFS
Q100 = 16.08 CFS
SDMH #4
RE: 2735.95
18" INV: 2723.83
N: 687756.95
E: 2455924.05
Q25 = 11.53 CFS
Q100 = 16.08 CFS
1500 GAL SG #1, 2, 3, & 4
RE: 2735.52
ELEV IN: 2725.05
ELEV INLET BAFFLE: 2724.55
ELEV OUTLET BAFFLE: 2724.95
ELEV OUT: 2724.70
BAFFLE SPACING: 20"
N: 687809.51
E: 2455924.26
FG 36.00
FG 36.70
FG 31.66
FG 31.63
2730
2735
2731
2732
2733
2734
2736
2731
2732
2733
2734
TYPE IV CB #6
RE: 2731.45
12" INV: 2728.95
N: 688141.23
E: 2455675.72
Q25 = 1.59 CFS
Q100 = 2.22 CFS
SDMH #8
RE: 2731.02
12" INV: 2728.66
N: 688158.37
E: 2455711.40
Q25 = 1.59 CFS
Q100 = 2.22 CFS 12" SD IE 27.89
8" SS IE 26.98
0.8% 36 LF
108 LF 0.8%
2730
2731
2732
2735
2740
2733
2734
2736
2737
2738
2739
SDMH #15
RE: 2737.40
12" INV: ±2728.5
N: 687761.81
E: 2455906.11
Q25 = 1.84 CFS
Q100 = 2.52 CFS
1050
2591.15
TYPE IV, CB #1
All rights reserved. Reproduction or use in any form
or by any means without written permission of
Breckon Land Design, Inc. is unlawful and subject to
criminal prosecution.
REVISIONS
No. Date Description
CALL 2 BUSINESS DAYS
IN ADVANCE BEFORE
YOU DIG, GRADE, OR
EXCAVATE FOR THE
MARKING OF
UNDERGROUND
MEMBER UTILITIES
.gid uoy erofeb llaC
s'tahw wonK woleb .
R
www.breckonlanddesign.com
Fax: 208-376-6528
Phone: 208-376-5153
· Civil Engineering
· Landscape Architecture
· Erosion & Sediment Control
· Graphic Communication
· Irrigation Design
· Land Planning
6661 North Glenwood Street
Garden City, Idaho 83714
Copyright
THE PROFESSIONAL SERVICES OF THE DESIGN PROFESSIONAL ARE UNDERTAKEN FOR AND ARE PERFORMED IN THE INTEREST OF "THE CLIENT" NO CONTRACTUAL OBLIGATION IS ASSUMED BY THE DESIGN PROFESSIONAL
FOR THE BENEFIT OF ANY OTHER PERSON INVOLVED IN THE PROJECT.
2021
2744
2746
2747
2748
2749
2745
2734
2735
2736
2737
2738
TOB 50.20
TOB 46.47 TOB 44.36
TOB 47.71 TOB 40.58 TOB 39.91
TOB 43.73
TOB 42.59 TOB 41.56
All rights reserved. Reproduction or use in any form
or by any means without written permission of
Breckon Land Design, Inc. is unlawful and subject to
criminal prosecution.
REVISIONS
No. Date Description
CALL 2 BUSINESS DAYS
IN ADVANCE BEFORE
YOU DIG, GRADE, OR
EXCAVATE FOR THE
MARKING OF
UNDERGROUND
MEMBER UTILITIES
.gid uoy erofeb llaC
s'tahw wonK woleb .
R
www.breckonlanddesign.com
Fax: 208-376-6528
Phone: 208-376-5153
· Civil Engineering
· Landscape Architecture
· Erosion & Sediment Control
· Graphic Communication
· Irrigation Design
· Land Planning
6661 North Glenwood Street
Garden City, Idaho 83714
Copyright
THE PROFESSIONAL SERVICES OF THE DESIGN PROFESSIONAL ARE UNDERTAKEN FOR AND ARE PERFORMED IN THE INTEREST OF "THE CLIENT" NO CONTRACTUAL OBLIGATION IS ASSUMED BY THE DESIGN PROFESSIONAL
FOR THE BENEFIT OF ANY OTHER PERSON INVOLVED IN THE PROJECT.
2021
MATCHLINE - SEE SHEET C2.01
S. MERIDIAN RD
E. SHAFER VIEW DR.
E. QUARTZ CREEK ST
1
BC 24.86
TBVC 25.72
BC 25.22
SD
2+04
2+00
14+00
2732
FL 31.81
TOC 32.46
BC 31.96
TBVC 32.47
BC 31.97
TBVC 32.44
BC 31.94 BC 31.97
FL 31.92
FL 31.54
TOC 32.47
BC 31.81
BC 31.75
TOC 32.30
TOC 32.25
TBVC 32.38
BC 31.88
TBVC 32.18
BC 31.68
TBVC 32.14
BC 31.64
TBVC 31.92
BC 31.42
TBRC 31.81
BC 31.54
TBRC 31.73
BC 31.46
TOC 31.90 TOC 31.88
BC 31.53 BC 31.51
TBRC 32.17
BC 31.90
TBVC 32.49
BC 31.99
TBVC 32.42
BC 31.92
BC 31.58 BC 31.53
TBVC 32.49
BC 31.99
TOC 32.08
TOC 32.04
FH
2+03 2+00
7+00 8+00
2737
2737
2736
TOC 36.55
TOC 36.63
TOC 36.66
TOC 36.73
TOC 37.10
TOC 37.09
TBVC 36.08
BC 35.58
TBVC 36.81
BC 36.31 BC 36.13
BC 36.18
TBVC 36.35
BC 35.85
TBVC 36.07
BC 35.57
TBVC 36.62
BC 36.12
TBVC 36.57
BC 36.60 BC 36.07
BC 36.63
BC 36.28
BC 36.20
BC 36.69
BC 36.65
TOC 36.45
TOC 36.66
TBRC 36.62
BC 36.35
TBRC 36.99
BC 36.72
TBVC 37.23
BC 36.73
TBVC 36.99
BC 36.49
TBRC 36.89
BC 36.62
TBRC 36.88
BC 36.61
FG 37.48
SD
FH
SD
9+00 9+36
5+00
TBRC 35.58
BC 35.31
TBRC 36.02
BC 35.75
TBRC 36.11
BC 35.84
TBRC 36.11
BC 35.84
BC 35.40
BC 35.42
BC 35.44
BC 35.50
BC 35.63
BC 35.68
BC 35.79
BC 35.80
TOC 35.75
TOC 35.77
TBRC 35.64
BC 35.37
TBRC 36.04
BC 35.77
TBRC 36.09
BC 35.82
TBRC 36.06
BC 35.79
TBRC 35.60
BC 35.33
TBRC 35.68
BC 35.41
TBRC 35.84
BC 35.57
FL 35.60 FL 35.70
FL 35.37
TOC 36.18
TOC 36.13
TOC 36.00
TOC 35.94
TOC 36.30
TOC 36.29
All rights reserved. Reproduction or use in any form
or by any means without written permission of
Breckon Land Design, Inc. is unlawful and subject to
criminal prosecution.
REVISIONS
No. Date Description
CALL 2 BUSINESS DAYS
IN ADVANCE BEFORE
YOU DIG, GRADE, OR
EXCAVATE FOR THE
MARKING OF
UNDERGROUND
MEMBER UTILITIES
.gid uoy erofeb llaC
s'tahw wonK woleb .
R
www.breckonlanddesign.com
Fax: 208-376-6528
Phone: 208-376-5153
· Civil Engineering
· Landscape Architecture
· Erosion & Sediment Control
· Graphic Communication
· Irrigation Design
· Land Planning
6661 North Glenwood Street
Garden City, Idaho 83714
Copyright
THE PROFESSIONAL SERVICES OF THE DESIGN PROFESSIONAL ARE UNDERTAKEN FOR AND ARE PERFORMED IN THE INTEREST OF "THE CLIENT" NO CONTRACTUAL OBLIGATION IS ASSUMED BY THE DESIGN PROFESSIONAL
FOR THE BENEFIT OF ANY OTHER PERSON INVOLVED IN THE PROJECT.
2021
S. PREVAIL WAY S. PREVAIL WAY
E. QUARTZ CREEK ST
E. QUARTZ CREEK ST
S. CRYSTAL CREEK AVE
S. CRYSTAL CREEK AVE
E. JARVIS ST E. JARVIS ST E. JARVIS CT
1
2
3
4
E. JARVIS ST
S. KEYPORT WAY
5
16
18
20
15
W8'' W8''
8''SS 8''SS
IR
W W W W
W
W W
W
W
W
W
IR
IR
IR
IR
8''SS
S
FH
-0+00
1+00
2+00
3+00
4+00
5+00
6+00
7+00
8+00
9+00 9+36
-0+00
1+00 2+00 3+00 4+00 5+00 6+00
2740
2739
2741
STA: 6+00.00, 16.50'R
TBRC 2736.43
STA: 0+50.00, 16.50'R
TBRC 2733.68
STA: 2+00.00, 16.50'R
TBRC 2734.43
STA: 3+00.00, 16.50'R
TBRC 2734.93
STA: 4+29.09, 16.50'R
TBRC 2735.58
STA: 8+90.94, 16.50'L
TBRC 2736.11
STA: 5+18.09, 16.50'R
TBRC 2736.02
STA: 8+91.14, 16.50'R
TBRC 2736.11
STA: 8+51.02, 16.50'R
TBRC 2740.47
STA: 2+59.21, 16.50'L
TBRC 2738.05
STA: 1+94.57, 16.50'L
TBRC 2736.90
STA: 0+41.56, 16.50'L
TBRC 2734.17
STA: 8+51.02, 16.50'R
STA: 8+51.02, 16.50'L TBRC 2736.52
TBRC 2736.52
STA: 4+09.61, 16.50'R
TBRC 2740.47
STA: 4+00.00, 16.50'R
TBRC 2740.56
STA: 4+00.00, 16.50'L
TBRC 2740.56
STA: 0+04.18, 16.50'L
TBRC 2733.50
STA: 1+00.00, 16.50'L
TBRC 2735.21
STA: 1+00.00, 16.50'R
TBRC 2735.21
STA: 1+94.57, 16.50'R
TBRC 2736.90
STA: 2+59.21, 16.50'R
TBRC 2738.05
STA: 8+00.00, 16.50'R
TBRC 2736.98
STA: 7+00.00, 16.50'R
TBRC 2737.87
STA: 6+00.00, 16.50'R
TBRC 2738.77
STA: 8+00.00, 16.50'L
TBRC 2736.98
STA: 7+00.00, 16.50'L
TBRC 2737.87
STA: 6+00.00, 16.50'L
TBRC 2738.77
STA: 0+51.90, 16.50'R
TBRC 2734.36
STA: 0+38.66, 20.67'R
TBRC 2734.07
STA: 5+00.00, 16.50'L
TBRC 2739.66
STA: 5+00.00, 16.50'R
TBRC 2739.66
2736
2737
2738
2739
2740
2740
2739
2740
2738
2736
2734
2734
2735
2736
2737
2738
FG 36.37
FG 37.17 FG 37.98
FG 36.71
STA: 0+01.91, 40.51'R
TBRC 2732.98
TOB 46.47
TOB 44.36
TOB 43.73
TOB 42.59
TOB 41.56
2591.15
FINISH GROUND CENTERLINE
EXISTING GROUND CENTERLINE
FINISHED GROUND
EXISTING GROUND
All rights reserved. Reproduction or use in any form
or by any means without written permission of
Breckon Land Design, Inc. is unlawful and subject to
criminal prosecution.
REVISIONS
No. Date Description
CALL 2 BUSINESS DAYS
IN ADVANCE BEFORE
YOU DIG, GRADE, OR
EXCAVATE FOR THE
MARKING OF
UNDERGROUND
MEMBER UTILITIES
.gid uoy erofeb llaC
s'tahw wonK woleb .
R
www.breckonlanddesign.com
Fax: 208-376-6528
Phone: 208-376-5153
· Civil Engineering
· Landscape Architecture
· Erosion & Sediment Control
· Graphic Communication
· Irrigation Design
· Land Planning
6661 North Glenwood Street
Garden City, Idaho 83714
Copyright
THE PROFESSIONAL SERVICES OF THE DESIGN PROFESSIONAL ARE UNDERTAKEN FOR AND ARE PERFORMED IN THE INTEREST OF "THE CLIENT" NO CONTRACTUAL OBLIGATION IS ASSUMED BY THE DESIGN PROFESSIONAL
FOR THE BENEFIT OF ANY OTHER PERSON INVOLVED IN THE PROJECT.
2021
E. JARVIS ST
MATCHLINE - SEE SHEET C2.04
S. KEYPORT WAY
E. HELIOTROPE DR
S. SNOWDEN AVE
MATCHLINE - SEE SHEET C2.04
13+00
14+00
15+00
16+00
17+00
18+00
TA 35.32 TA 35.44
2730
2731
2731
2731
2732
2732
2733
2734
2730
2735
2730
2735
2735
2735
2735
2732
2733
2734
2735
STA: 18+20.57, 16.50'L
TBRC 2732.31
STA: 18+15.35, 16.50'R
TBRC 2732.29
STA: 15+95.92, 16.50'R
TBRC 2730.97
STA: 15+95.92, 16.50'L
TBRC 2730.97
STA: 14+42.73, 16.50'L
TBVC 2731.92
STA: 13+53.63, 16.50'L
TBRC 2732.41
STA: 13+00.00, 16.50'L
TBRC 2732.58
STA: 13+00.00, 16.50'R
TBRC 2732.58
STA: 17+00.00, 16.50'R
TBRC 2731.59
STA: 15+00.00, 16.50'R
TBRC 2731.45
STA: 15+00.00, 16.50'L
TBRC 2731.45
STA: 14+00.00, 16.50'R
TBRC 2731.95
STA: 17+00.00, 16.50'L
TBRC 2731.59
STA: 18+73.23, 50.50'L
TBRC 2734.93
2591.15
FINISH GROUND CENTERLINE
EXISTING GROUND CENTERLINE
FINISHED GROUND
EXISTING GROUND
IR
IR
IR
IR
IR
IR
S
FH
SD
SD
SD SD SD
SD
SD
SD SD SD
SD
W
8
SD SD
SD
IR
IR
18+73
TA 35.32 TA 35.44
TA 41.63
TA 42.17
2733
2734
2730
2735
2740
STA: 18+73.23, 50.50'L
TBRC 2734.93
All rights reserved. Reproduction or use in any form
or by any means without written permission of
Breckon Land Design, Inc. is unlawful and subject to
criminal prosecution.
REVISIONS
No. Date Description
CALL 2 BUSINESS DAYS
IN ADVANCE BEFORE
YOU DIG, GRADE, OR
EXCAVATE FOR THE
MARKING OF
UNDERGROUND
MEMBER UTILITIES
.gid uoy erofeb llaC
s'tahw wonK woleb .
R
www.breckonlanddesign.com
Fax: 208-376-6528
Phone: 208-376-5153
· Civil Engineering
· Landscape Architecture
· Erosion & Sediment Control
· Graphic Communication
· Irrigation Design
· Land Planning
6661 North Glenwood Street
Garden City, Idaho 83714
Copyright
THE PROFESSIONAL SERVICES OF THE DESIGN PROFESSIONAL ARE UNDERTAKEN FOR AND ARE PERFORMED IN THE INTEREST OF "THE CLIENT" NO CONTRACTUAL OBLIGATION IS ASSUMED BY THE DESIGN PROFESSIONAL
FOR THE BENEFIT OF ANY OTHER PERSON INVOLVED IN THE PROJECT.
2021
E. JARVIS ST
E. JARVIS CT
S. CRYSTAL CREEK AVE
MATCHLINE - SEE SHEET
C2.05
MATCHLINE A
MATCHLINE A
1
TBRC 2736.43
STA: 8+00.00, 18.00'R
TBVC 2734.94
STA: 7+57.78, 12.50'R
TBRC 2737.30
STA: 12+00.00, 16.50'L
TBRC 2733.43
STA: 12+00.00, 16.50'R
TBRC 2733.43
STA: 11+00.00, 16.50'L
TBRC 2734.29
STA: 11+00.00, 16.50'R
TBRC 2734.29
STA: 10+00.00, 16.50'L
TBRC 2735.15
STA: 10+00.00, 16.50'R
TBRC 2735.15
STA: 9+00.00, 16.50'L
TBRC 2736.00
STA: 9+00.00, 16.50'R
TBRC 2736.00
STA: 13+00.00, 16.50'L
TBRC 2732.58
STA: 13+00.00, 16.50'R
TBRC 2732.58
STA: 15+00.00, 16.50'R
TBRC 2731.45
STA: 14+00.00, 16.50'R
TBRC 2731.95
STA: 5+50.00, 16.50'L
FG 38.80 FG 38.80
FG 37.83 FG 37.83
2737
2738
FG 37.48
2591.15
FINISH GROUND CENTERLINE
EXISTING GROUND CENTERLINE
FINISHED GROUND
EXISTING GROUND
All rights reserved. Reproduction or use in any form
or by any means without written permission of
Breckon Land Design, Inc. is unlawful and subject to
criminal prosecution.
REVISIONS
No. Date Description
CALL 2 BUSINESS DAYS
IN ADVANCE BEFORE
YOU DIG, GRADE, OR
EXCAVATE FOR THE
MARKING OF
UNDERGROUND
MEMBER UTILITIES
.gid uoy erofeb llaC
s'tahw wonK woleb .
R
www.breckonlanddesign.com
Fax: 208-376-6528
Phone: 208-376-5153
· Civil Engineering
· Landscape Architecture
· Erosion & Sediment Control
· Graphic Communication
· Irrigation Design
· Land Planning
6661 North Glenwood Street
Garden City, Idaho 83714
Copyright
THE PROFESSIONAL SERVICES OF THE DESIGN PROFESSIONAL ARE UNDERTAKEN FOR AND ARE PERFORMED IN THE INTEREST OF "THE CLIENT" NO CONTRACTUAL OBLIGATION IS ASSUMED BY THE DESIGN PROFESSIONAL
FOR THE BENEFIT OF ANY OTHER PERSON INVOLVED IN THE PROJECT.
2021
E. JARVIS ST
S. PREVAIL WAY
S. CRYSTAL CREEK AVE
MATCHLINE - SEE SHEET C2.03
MATCHLINE - SEE SHEET C2.03
MATCHLINE - SEE SHEET C2.06
MATCHLINE - SEE SHEET C2.04
TBRC 2736.18
STA: 5+00.00, 16.50'L
TBRC 2735.93
STA: 4+00.00, 16.50'L
TBRC 2735.43
STA: 3+00.00, 16.50'L
TBRC 2734.93
STA: 2+00.00, 16.50'L
STA: 0+51.90, 16.50'L TBRC 2734.43
TBRC 2733.69
STA: 0+50.00, 16.50'R
TBRC 2733.68
STA: 2+00.00, 16.50'R
TBRC 2734.43
STA: 3+00.00, 16.50'R
TBRC 2734.93
STA: 4+29.09, 16.50'R
TBRC 2735.58
STA: 8+90.94, 16.50'L
TBRC 2736.11
STA: 5+18.09, 16.50'R
TBRC 2736.02
STA: 8+91.14, 16.50'R
STA: 0+41.56, 16.50'L TBRC 2736.11
TBRC 2734.17
STA: 8+51.02, 16.50'R
STA: 8+51.02, 16.50'L TBRC 2736.52
TBRC 2736.52
STA: 0+04.18, 16.50'L
TBRC 2733.50
STA: 1+00.00, 16.50'L
TBRC 2735.21
STA: 1+00.00, 16.50'R
TBRC 2735.21
STA: 0+51.90, 16.50'R
TBRC 2734.36
STA: 0+38.66, 20.67'R
TBRC 2734.07
FG 37.83 FG 37.83
2737
FG 37.48
2734
2734
2735
2736
STA: 0+01.91, 40.51'R
TBRC 2732.98
2591.15
FINISH GROUND CENTERLINE
EXISTING GROUND CENTERLINE
FINISHED GROUND
EXISTING GROUND
All rights reserved. Reproduction or use in any form
or by any means without written permission of
Breckon Land Design, Inc. is unlawful and subject to
criminal prosecution.
REVISIONS
No. Date Description
CALL 2 BUSINESS DAYS
IN ADVANCE BEFORE
YOU DIG, GRADE, OR
EXCAVATE FOR THE
MARKING OF
UNDERGROUND
MEMBER UTILITIES
.gid uoy erofeb llaC
s'tahw wonK woleb .
R
www.breckonlanddesign.com
Fax: 208-376-6528
Phone: 208-376-5153
· Civil Engineering
· Landscape Architecture
· Erosion & Sediment Control
· Graphic Communication
· Irrigation Design
· Land Planning
6661 North Glenwood Street
Garden City, Idaho 83714
Copyright
THE PROFESSIONAL SERVICES OF THE DESIGN PROFESSIONAL ARE UNDERTAKEN FOR AND ARE PERFORMED IN THE INTEREST OF "THE CLIENT" NO CONTRACTUAL OBLIGATION IS ASSUMED BY THE DESIGN PROFESSIONAL
FOR THE BENEFIT OF ANY OTHER PERSON INVOLVED IN THE PROJECT.
2021
E. JARVIS ST
S. PREVAIL WAY
MATCHLINE - SEE SHEET C2.07
MATCHLINE - SEE SHEET C2.05
MATCHLINE - SEE SHEET C2.07
2591.15
FINISH GROUND CENTERLINE
EXISTING GROUND CENTERLINE
FINISHED GROUND
EXISTING GROUND
IR IR IR IR IR
8''SS 8''SS S
8''SS
SD
SD
W8'' W8''
W8'' W8''
W8''
W
7
13 12
11
2
W
W
W
SD
SD
2+04
1+00 0+00
2+00
16+00 17+00 17+57
STA: 1+60.28, 16.50'L
TBVC 2732.49
STA: 0+45.39, 16.50'L
TBVC 2725.36
STA: 0+45.52, 16.50'R
TBVC 2725.36
STA: 1+60.28, 16.50'R
TBVC 2732.49
13+00
14+00
15+00
2725
2730
2726
2727
2728
2729
2731
2732
FINISH GROUND CENTERLINE
EXISTING GROUND CENTERLINE
FINISHED GROUND
EXISTING GROUND
All rights reserved. Reproduction or use in any form
or by any means without written permission of
Breckon Land Design, Inc. is unlawful and subject to
criminal prosecution.
REVISIONS
No. Date Description
CALL 2 BUSINESS DAYS
IN ADVANCE BEFORE
YOU DIG, GRADE, OR
EXCAVATE FOR THE
MARKING OF
UNDERGROUND
MEMBER UTILITIES
.gid uoy erofeb llaC
s'tahw wonK woleb .
R
www.breckonlanddesign.com
Fax: 208-376-6528
Phone: 208-376-5153
· Civil Engineering
· Landscape Architecture
· Erosion & Sediment Control
· Graphic Communication
· Irrigation Design
· Land Planning
6661 North Glenwood Street
Garden City, Idaho 83714
Copyright
THE PROFESSIONAL SERVICES OF THE DESIGN PROFESSIONAL ARE UNDERTAKEN FOR AND ARE PERFORMED IN THE INTEREST OF "THE CLIENT" NO CONTRACTUAL OBLIGATION IS ASSUMED BY THE DESIGN PROFESSIONAL
FOR THE BENEFIT OF ANY OTHER PERSON INVOLVED IN THE PROJECT.
2021
S. PREVAIL WAY
S. CRYSTAL CREEK AVE
E. QUARTZ CREEK ST
E. QUARTZ CREEK ST
E. JARVIS ST
E. JARVIS ST
E. JARVIS CT
MATCHLINE - SEE SHEET C2.05
MATCHLINE - SEE SHEET C2.05
MATCHLINE - SEE SHEET C2.02
MATCHLINE - SEE SHEET C2.02
1
TBVC 2734.94
STA: 17+18.45, 12.00'L
TA 2723.57
STA: 16+00.00, 12.00'L
TA 2725.34
STA: 15+00.00, 12.00'L
TA 2726.84
STA: 8+00, 12.99'R
ME 2734.59±
STA: 9+00, 12.99'R
ME 2734.19±
STA: 9+00.00, 16.50'L
STA: 11+00, 12.99'R
ME 2732.74±
STA: 11+85, 12.99'R
ME 2731.30±
STA: 10+54, 12.99'R
ME 2733.45±
STA: 11+85, 0.00'
ME 2731.44±
STA: 11+85, 15.77'L
ME 2731.16±
All rights reserved. Reproduction or use in any form
or by any means without written permission of
Breckon Land Design, Inc. is unlawful and subject to
criminal prosecution.
REVISIONS
No. Date Description
CALL 2 BUSINESS DAYS
IN ADVANCE BEFORE
YOU DIG, GRADE, OR
EXCAVATE FOR THE
MARKING OF
UNDERGROUND
MEMBER UTILITIES
.gid uoy erofeb llaC
s'tahw wonK woleb .
R
www.breckonlanddesign.com
Fax: 208-376-6528
Phone: 208-376-5153
· Civil Engineering
· Landscape Architecture
· Erosion & Sediment Control
· Graphic Communication
· Irrigation Design
· Land Planning
6661 North Glenwood Street
Garden City, Idaho 83714
Copyright
THE PROFESSIONAL SERVICES OF THE DESIGN PROFESSIONAL ARE UNDERTAKEN FOR AND ARE PERFORMED IN THE INTEREST OF "THE CLIENT" NO CONTRACTUAL OBLIGATION IS ASSUMED BY THE DESIGN PROFESSIONAL
FOR THE BENEFIT OF ANY OTHER PERSON INVOLVED IN THE PROJECT.
2021
E. QUARTZ CREEK ST
S. PREVAIL WAY
S. CRYSTAL CREEK AVE
MATCHLINE - SEE SHEET C2.01
MATCHLINE - SEE SHEET C2.03 MATCHLINE - SEE SHEET C2.03
criminal prosecution.
REVISIONS
No. Date Description
CALL 2 BUSINESS DAYS
IN ADVANCE BEFORE
YOU DIG, GRADE, OR
EXCAVATE FOR THE
MARKING OF
UNDERGROUND
MEMBER UTILITIES
.gid uoy erofeb llaC
s'tahw wonK woleb .
R
www.breckonlanddesign.com
Fax: 208-376-6528
Phone: 208-376-5153
· Civil Engineering
· Landscape Architecture
· Erosion & Sediment Control
· Graphic Communication
· Irrigation Design
· Land Planning
6661 North Glenwood Street
Garden City, Idaho 83714
Copyright
THE PROFESSIONAL SERVICES OF THE DESIGN PROFESSIONAL ARE UNDERTAKEN FOR AND ARE PERFORMED IN THE INTEREST OF "THE CLIENT" NO CONTRACTUAL OBLIGATION IS ASSUMED BY THE DESIGN PROFESSIONAL
FOR THE BENEFIT OF ANY OTHER PERSON INVOLVED IN THE PROJECT.
2021
E. QUARTZ CREEK ST
S. MERIDIAN RD
MATCHLINE - SEE SHEET C2.02
MATCHLINE - SEE SHEET C2.09
· Irrigation Design
· Land Planning
6661 North Glenwood Street
Garden City, Idaho 83714
Copyright
THE PROFESSIONAL SERVICES OF THE DESIGN PROFESSIONAL ARE UNDERTAKEN FOR AND ARE PERFORMED IN THE INTEREST OF "THE CLIENT" NO CONTRACTUAL OBLIGATION IS ASSUMED BY THE DESIGN PROFESSIONAL
FOR THE BENEFIT OF ANY OTHER PERSON INVOLVED IN THE PROJECT.
2021
E. QUARTZ CREEK ST
E. JARVIS ST
E. JARVIS CT
S. CRYSTAL CREEK AVE
CALL 2 BUSINESS DAYS
IN ADVANCE BEFORE
YOU DIG, GRADE, OR
EXCAVATE FOR THE
MARKING OF
UNDERGROUND
MEMBER UTILITIES
.gid uoy erofeb llaC
s'tahw wonK woleb .
R
www.breckonlanddesign.com
Fax: 208-376-6528
Phone: 208-376-5153
· Civil Engineering
· Landscape Architecture
· Erosion & Sediment Control
· Graphic Communication
· Irrigation Design
· Land Planning
6661 North Glenwood Street
Garden City, Idaho 83714
Copyright
THE PROFESSIONAL SERVICES OF THE DESIGN PROFESSIONAL ARE UNDERTAKEN FOR AND ARE PERFORMED IN THE INTEREST OF "THE CLIENT" NO CONTRACTUAL OBLIGATION IS ASSUMED BY THE DESIGN PROFESSIONAL
FOR THE BENEFIT OF ANY OTHER PERSON INVOLVED IN THE PROJECT.
2021
E. QUARTZ CREEK ST
E. SHAFER VIEW DR.
S. MERIDIAN RD
E. JARVIS ST
S. PREVAIL WAY
E. HELIOTROPE DR
S. SNOWDEN AVE
S. KEYPORT WAY
MARKING OF
UNDERGROUND
MEMBER UTILITIES
.gid uoy erofeb llaC
s'tahw wonK woleb .
R
www.breckonlanddesign.com
Fax: 208-376-6528
Phone: 208-376-5153
· Civil Engineering
· Landscape Architecture
· Erosion & Sediment Control
· Graphic Communication
· Irrigation Design
· Land Planning
6661 North Glenwood Street
Garden City, Idaho 83714
Copyright
THE PROFESSIONAL SERVICES OF THE DESIGN PROFESSIONAL ARE UNDERTAKEN FOR AND ARE PERFORMED IN THE INTEREST OF "THE CLIENT" NO CONTRACTUAL OBLIGATION IS ASSUMED BY THE DESIGN PROFESSIONAL
FOR THE BENEFIT OF ANY OTHER PERSON INVOLVED IN THE PROJECT.
2021
E. JARVIS ST E. JARVIS ST
E. QUARTZ CREEK ST E. QUARTZ CREEK ST
S. MERIDIAN RD
E. SHAFER VIEW DR.
E. PRAIRIE VIEW LN.
E. SHAFER VIEW DR.
S. SNOWDEN AVE
S. KEYPORT WAY
E. HELIOTROPE DR
E. JARVIS CT
S. CRYSTAL CREEK AVE
S. PREVAIL WAY
CENTRAL DISTRICT HEALTH DEPARTMENT
PHONE: 208-375-5211
SURVEYOR:
ACCURATE SURVEYING & MAPPING
PHONE: 208-488-4227
CIVIL ENGINEER:
BRCKON LAND DESIGN
MARY WALL
PHONE: 208-376-5153
LANDSCAPE ARCHITECT:
BRECKON LAND DESIGN
JON BRECKON
PHONE: 208-376-5153
OWNER:
SHAFER VIEW NORTH, LLC
JIM CHAMBERS
PHONE: 208-761-0120
PROJECT
LOCATION
LAT 43°33'10.9"N
LONG 116°23'22.8"W
Sheet Sheet Number Sheet List Description Table Sheet Title