PZ - Prelim not for Construction PlansLOD
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FUTURE
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IMPROVEMENTS
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31.4'
20' CROSS ACCESS
EASEMENT INST. NO. 105175653
NEGATIVE EASEMENT, CONDITIONS,
RESTRICTIONS AND ACCESS RIGHTS PER
DEED INSTRUMENT NO. 8719669
30'
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CROSS ACCESS
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TOA 2648.98
TOA 2648.45
TOA 2645.76
TOA 2645.21
TOA 2645.95
TOA 2646.04
TOA 2646.68
TOA 2646.34
TOA 2646.83
TOA 2647.35
TOA 2647.57
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TOA 2647.73
TOA 2648.23
TOA 2648.71TOA 2650.17
TOA 2649.54
TOA 2644.28
TOA 2644.84
TOA 2645.58
TOA 2645.07
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TOA 2648.54TOA 2648.69
TOA 2644.79TOA 2644.67
TOA 2646.93 TOA 2646.25
TOA 2645.39
TOA 2645.65
TOA 2645.78
TOA 2645.80
TOA 2646.10
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SN
0 30'60'
SCALE: 1" = 30'
CONSTRUCTION KEYNOTES
INSTALL HEAVY DUTY ASPHALT PAVEMENT PER DETAIL ON THIS SHEET
INSTALL 2' WIDE TEMPORARY ASPHALT CURB
INSTALL 4'x4' OF 6" ROCK RIP RAP
INSTALL TEMPORARY 4' DEEP INFILTRATION BED FILLED WITH PIT RUN
MATERIAL TO THE SURFACE
4' CUT IN TEMPORARY ASPHALT CURB
01
02
03
04
05
01
01
01
01
02
02
02
02
02
02
02
NOTES:
1. DIMENSIONS ARE TO FACE OF TEMPORARY ASPHALT CURB.
2. ALL PAVEMENT SECTIONS AND SUBGRADE PREPARATION TO PER THE
GEOTECHNICAL REPORT B191814G DATED NOVEMBER 14, 2019.
3. IF THE SITE HAS NOT BEEN MASS GRADED WHEN THESE IMPROVEMENTS
ARE CONSTRUCTED THEN THE CONTRACTOR SHALL TIE INTO THE EXISTING
GRADE AT 10% SLOPE FROM THE BACK OF THE TEMPORARY ASPHALT CURB.
TOA: 65.26
LOD LOD
H:\!2018\ID-1402-1810 Victory Commons\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\Shared Road\C1.00 SITE PLAN.dwg - C1.00 - 12/23/2019 11:37am, Mario.garcia
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C1.00
ASPHALT: ASPHALT MIX DESIGN SHALL MEET ISPWC SECTION 810 CLASS III PLANT MIX AND MATERIALS SHALL BE
PLACED IN ACCORDANCE WITH ISPWC STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION (1/2" MIX
DESIGN)
AGGREGATE BASE: MATERIAL TO COMPLY WITH ISPWC STANDARD FOR CRUSHED AGGREGATE BASE MATERIAL
STRUTURAL SUBBASE: MATERIAL TO COMPLY WITH STRUCTURAL FILL SECTI0N OF GEOTECH REPORT. THE
PLACED MATERIAL SHALL BE NO GREATER THAN 4".
- A QUALIFIED GEOTECHNICAL ENGINEER OR ENGINEERING TECHNICIAN IS REQUIRED TO VERIFY SUBGRADE
COMPETENCY AT THE TIME OF CONSTRUCTION.
ALL EARTHWORK, FLEXIBLE AND RIGID PAVEMENT CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE
GEOTECHNICAL REPORT PREPARED BY MTI, FILE NUMBER B191814G (NOVEMBER 14, 2019)
FLEXIBLE (ASPHALT) PAVEMENT
SECTION TABLE
PAVEMENT SECTION COMPONENT HEAVY DUTY
ASPHALTIC CONCRETE 3.0 "
CRUSHED AGGREGATE BASE 4.0"
STRUCTURAL SUBBASE 20.0"
COMPACTED SUBGRADE SEE PAVEMENT SUBGRADE
PREPARATION SECTION
BLOCK 1
LOT 4
1.13 AC
BLOCK 1
LOT 6
0.93 AC
BLOCK 1
LOT 7
1.17 AC
BLOCK 1
LOT 3
1.08 AC
BLOCK 1
LOT 2
1.49 AC
BLOCK 1
LOT 5
3.22 AC
LEGEND:
LIMITS OF DISTURBANCE
TOP OF ASPHALT ELEVATION
PROPOSED ASPHALT PAVEMENT
TEMPORARY 2' ASPHALT CURB
PROPOSED CONTOUR
EXISTING CONTOUR
03
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05
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FUTURE
BUILDING
MATCH LINE SHEET C3.01
FUTURE
IMPROVEMENTS
FUTURE
IMPROVEMENTS
FUTURE
IMPROVEMENTS
FUTURE
IMPROVEMENTS
FUTURE
BUILDING
FUTURE
BUILDING
EX IRR BOXRIM: 2653.86INV OUT: 2640.69 12" (NW)
MATCH LINE SHEET
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10.00' 8" C900 PVC
10.00' 8" C900 PVC
10.00' 8" C900 PVC
10.00' 8" C900 PVC
10.00' 8" C900 PVC
SS MH-02
SS MH-03
SS MH-04
INV: 2639.00 8"INV: 2639.34 4"
SS MH-01
EX SS MH-3635
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22.00 LF OF 8" S.S.
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85.00' 8" C900 PVC 243.00' 8" C900 PVC 80.00' 8" C900 PVC
13.00' 8" C900 PVC
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SS CO-05RIM: 2646.85INV: 2639.34 4"
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12.00' 6" C900 PVC
10.00' 6" C900 PVC
7.50' 6" C900 PVC
92.00' 8" C900 PVC
20.00' 8" C900 PVC
15.00' 8" C900 PVC
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SANITARY SEWER AND WATER MAINS
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8' P.U.I.D. PER MUSSELL
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DRAINAGE EASEMENT INST. NO. 108125845
246.14' 4" PI LINE
28.17' 4" PI LINE
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SS CO-02RIM: 2645.80INV: 2640.44 4"
SS CO-03RIM: 2646.21INV: 2640.46 4"
5.00' 4" PI LINE
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20.00 LF OF 4" S.S. @2.00%
118.00' of 8" S.S. @ 0.68%
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PUBLIC SEWER PROFILE
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2640
2650
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2630
2640
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H:\!2018\ID-1402-1810 Victory Commons\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\Shared Road\C3.00 UTILITY PLAN.dwg - C3.00 - 12/23/2019 11:38am, Mario.garcia
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SCALE: 1" = 40'
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C3.00
WATER KEYNOTES
CONNECT 8" WATER LINE TO EX. WATER LINE PER SECTION 404.2.4 OF THE ISPWC
INSTALL AN 8" GATE VALVE PER W11
INSTALL 8" PVC C900 WATER LINE
INSTALL FIRE HYDRANT PER W8
INSTALL 6" WATER LINE (8"x8"x6" TEE WITH 6" GATE VALVE)
STUB FOR FUTURE CONNECTION AT MIN 1% SLOPE. INSTALL TEMPORARY BLOW
OFF PER CITY OF MERIDIAN STANDARD DETAIL W13
INSTALL 8" 45° BEND PER ISPWC STANDARDS
INSTALL 8" 90° BEND PER ISPWC STANDARDS
INSTALL 8" SERVICE (8"x8" TEE WITH 8" GATE VALVE ON SERVICE LINE)
EXISTING 8" WATER LINE
POTABLE/NON POTABLE WATER CROSSING - MAINTAIN 18" VERTICLE SEPARATION -
SEE WATER NOTES - SHEET C0.01
26
27
28
29
30
31
32
33
34
35
36
SEWER KEYNOTES
EX. SANITARY SEWER MANHOLE TO REMAIN
CONNECT TO EX. SANITARY SEWER 48" MANHOLE.
INSTALL 8" CLEANOUT PER ISPWC SD-506
INSTALL 8" PVC SDR-35 SEWER LINE
INSTALL ONE TYPE A 48" MANHOLE PER ISPWC SD-501
INSTALL 6" PVC SDR-35 SEWER LATERAL AT MIN 2% SLOPE
INSTALL 6" CLEANOUT AT END OF SERVICE LINE FOR FUTURE CONNECTION
71
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36
SCALE
HORIZONTAL: 1" = 40'
VERTICAL: 1" = 6'
GRAVITY IRRIGATION KEYNOTES
INSTALL 12" PVC GRAVITY IRRIGATION LINE PER ISPWC STANDARDS
INSTALL STANDARD IRRIGATION BOX PER SD-619 OF THE ISPWC
CONNECT TO EX. IRRIGATION BOX
91
92
93
PRESSURE IRRIGATION KEYNOTES
INSTALL 4" PRESSURE IRRIGATION LINE
CONNECT TO EXISTING PRESSURE IRRIGATION SYSTEM
INSTALL 4" 11.25˚ BEND W/ THRUST BLOCK
INSTALL 4" 22.5˚ BEND W/ THRUST BLOCK
INSTALL 4" 45˚ BEND W/ THRUST BLOCK
INSTALL 4" 90˚ BEND W/ THRUST BLOCK
STUB 2" PRESSURE IRRIGATION LINE FOR FUTURE CONNECTION
VAULT AND PUMP STATION SHOWN FOR REFERENCE ONLY. TO BE PROVIDED ON
SEPARATE PACKAGE.
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WASTE OUT OPTIONWASTE OUT OPTION
WA
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WATER IN
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STORM OUT
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FUTURE
BUILDING
FUTURE
BUILDING
FUTURE
BUILDING
FUTURE
IMPROVEMENTS
FUTURE
IMPROVEMENTS
MATCH LINE SHEET C3.01
S.
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FUTURE
IMPROVEMENTS
IRR MH-05RIM: 2654.58
INV IN: 2639.97 12" (SE)INV OUT: 2639.97 12" (NW)
IRR MH-04RIM: 2651.48INV IN: 2639.25 12" (SE)INV OUT: 2639.25 12" (NW)
12" 45° BEND
INV IN: 2638.20 12" (SE)INV OUT: 2638.20 12" (N)
IRR MH-02RIM: 2649.14INV IN: 2638.11 12" (S)
INV OUT: 2638.11 12" (W)
IRR MH-03
RIM: 2648.94INV IN: 2638.75 12" (SE)INV OUT: 2638.75 12" (NW)
IRR MH-01RIM: 2642.22INV IN: 2637.66 12" (E)
24
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29.78' of 12" @ 0.32%151.10' of 12" @ 0.31%
MATCH LINE SHEET C3.00
30' K
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13.22' 4" PI LINE
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5.00' 4" PI LINE
5.00' 4" PI LINE
5.00' 4" PI LINE
12.31' 4" PI LINE
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STATION
GRAVITY IRRIGATION LINE PROFILE
2630
2640
2650
2660
2630
2640
2650
2660
-0+50 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 10+50
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 10+50
185.12' of 12" PVC @ 0.30%166.72' of 12" PVC @ 0.30%242.11' of 12" PVC @ 0.30%242.11' of 12" PVC @ 0.30%
151.10' of 12" PVC @ 0.30%
EX SURFACE
PROPOSED SURFACE
EX SURFACE
EX SURFACEPROPOSED SURFACE
ST
A
:
1
0
+
1
6
.
9
6
(
0
.
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29.78' of 12" PVC @ 0.30%
H:\!2018\ID-1402-1810 Victory Commons\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\Shared Road\C3.00 UTILITY PLAN.dwg - C3.01 - 12/23/2019 11:38am, Mario.garcia
1 5
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SCALE: 1" = 40'
GRAVITY IRRIGATION KEYNOTES
INSTALL 12" PVC GRAVITY IRRIGATION LINE PER ISPWC STANDARDS
INSTALL STANDARD IRRIGATION MANHOLE PER SD-619 OF THE ISPWC
CONNECT TO EX. IRRIGATION BOX
91
92
93
PRESSURE IRRIGATION KEYNOTES
INSTALL 4" PRESSURE IRRIGATION LINE
CONNECT TO EXISTING PRESSURE IRRIGATION SYSTEM
INSTALL 4" 11.25˚ BEND W/ THRUST BLOCK
INSTALL 4" 22.5˚ BEND W/ THRUST BLOCK
INSTALL 4" 45˚ BEND W/ THRUST BLOCK
INSTALL 4" 90˚ BEND W/ THRUST BLOCK
STUB 2" PRESSURE IRRIGATION LINE FOR FUTURE CONNECTION
VAULT AND PUMP STATION SHOWN FOR REFERENCE ONLY. TO BE PROVIDED ON
SEPARATE PACKAGE.
81
82
83
84
85
86
87
88
SCALE
HORIZONTAL: 1" = 40'
VERTICAL: 1" = 10'
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