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PRELIMINARY ENGINEERING NOTES
1. DOMESTIC WATER SERVICE WILL BE PROVIDED BY CITY OF MERIDIAN. 8" WATER MAINS.
WILL BE LOOPED THROUGHOUT THE SUBDIVISION CONNECTING TO THE EXISTING WATER
MAINS IN N. FAIRBORN AVE. AND W. LADLE RAPIDS DR.
2. SANITARY SEWER SERVICE WILL BE PROVIDED BY THE CITY OF MERIDIAN. THE PROPERTY
WILL BE SERVED BY THE CONNECTION FROM N. FAIRBORN AVE. AND W. LADLE RAPIDS
DR.
3. WATER AND SEWER LINE SIZES AND LOCATIONS ARE PRELIMINARY AND WILL BE REFINED
DURING FINAL DESIGN.
4. ALL DOMESTIC WATER MAINS AND SANITARY SEWER WILL BE INSTALLED IN ACCORDANCE
WITH THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY AND CITY OF MERIDIAN
REQUIREMENTS.
5. ALL STREETS AND ALLEYS SHALL BE PRIVATELY OWNED AND MAINTAINED BY THE
HOMEOWNER'S ASSOCIATION AND DESIGNED TO ACHD'S STANDARDS. SEE THE PRELIMINARY
ROADWAY CROSS-SECTIONS, SHEET PP3.1.
6. STORM DRAINAGE FROM THE PRIVATE STREETS AND ALLEYS SHALL BE COLLECTED IN
CURB AND GUTTER AND ROUTED TO STORM RETENTION FACILITIES THAT MEET ACHD'S
AND THE CITY OF MERIDIAN'S REQUIREMENTS. THE STORM RETENTION FACILITY TYPES,
SIZES, AND LOCATIONS WILL BE DETERMINED DURING FINAL DESIGN.
7. CONSTRUCTION OF THE FOLLOWING IMPROVEMENTS WILL BE IN COMPLIANCE WITH THE
STANDARD MERIDIAN CONSTRUCTION NOTES: WATER; DRAINAGE; SEWER; AND PRESSURE
IRRIGATION.
8. CITY OF MERIDIAN SANITARY SEWER AND WATER EASEMENT LOCATIONS TO BE DETERMINED
DURING FINAL DESIGN.
SSCO #C-1
STA: 2+29.46 OFFSET: 0.00'
N: 725890.17, E: 2443561.39
ROAD WIDENING, SIDEWALK, AND
UTILITIES ALONG TEN MILE RD. TO BE
IMPROVED WITH ACHD PROJECT
0 15 30 60 90
Plan Scale
LEGEND
BOUNDARY LINE
OFFSITE BOUNDARY LINE
PROPOSED LOT LINE
FOUND 1/2 INCH REBAR
FOUND 5/8 INCH REBAR
SPIKE
PROPOSED IMPROVEMENTS
s s s SEWER LINE
—w—w— WATER LINE
El ci ci GRAVITY IRRIGATION LINE
SEWER MANHOLE
Lu ( -9.FIRE HYDRANT
(` I
—w—w DUAL WATER SERVICE
H
z w w \ SINGLE WATER SERVICE
�r 2645 PROPOSED CONTOUR AREA
" EXISTING IMPROVEMENTS
s---- s - s— SANITARY SEWER LINE
w , w WATER LINE
GAS LINE
Or'— OP OVERHEAD POWER LINE
-� - - GRAVITY IRRIGATION LINE
SEWER MANHOLE
1 v WATER VALVE
WATER METER
FIRE HYDRANT
POWER POLE
1 POWER BOX
—EP—EP— EDGE OF PAVEMENT
�EDGE OF GRAVEL
TREE DECIDUOUS
2645 EXISTING GRADE CONTOUR
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_ WPRELIMINARY NOT FOR CONSTRUCTION
60' RIGHT—OF—WAY
0.5' 0.5'
3:1 MAX. 5' SIDEWALK 8' PLANTER ----16.5' TBC—TBC 16.5' TBC—TBC — 8' PLANTER 5' SIDEWALK
SLOPE TO
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AND GUTTER, TYP.
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TYPICAL LOCAL STREET SECTION {W. LADLE RAPIDS ST./N. FAIRBORN AVE.
SCALE: NTS
PROFILE SCALE
HORIZ: 1" = 50'
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