PZ - Preliminary plat 6.13.18'- 257
PRESSURE- IRRIGATION PUMP STATION
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BLOCK 1 SSMH #5
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PI PI PI PI PI — PI art PI
SSMH #4 i
00
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100
GENERAL NOTES
1. DOMESTIC WATER SERVICE WILL BE PROVIDED BY CITY OF MERIDIAN. WATER MAINS
WILL RUN THROUGHOUT THE SUBDIVISION CONNECTING TO THE EXISTING WATER
MAINS IN N. LINDER RD.
t I I o
' + _ 2. SANITARY SEWER SERVICE WILL BE PROVIDED BY THE CITY OF MERIDIAN. THE
00 �F PROPERTY WILL BE SERVED BY CONNECTION TO THE EXISTING SEWER MAIN IN THE
{00 INTERSECTION OF N LINDER RD. AND W. CAYUSE CREEK DR.
t 3 41 3. WATER AND SEWER LINE SIZES AND LOCATIONS ARE PRELIMINARY AND WILL BE
I I REFINED DURINGFINAL DESIGN.
14. ALL DOMESTIC WATER MAINS AND SANITARY SEWER WILL BE INSTALLED IN
ACCORDANCE WITH THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY AND CITY
I I ` OF MERIDIAN REQUIREMENTS.
€
5. CONSTRUCTION OF THE FOLLOWING IMPROVEMENTS WILL BE IN COMPLIANCE WITH
/' 04 THE STANDARD MERIDIAN CONSTRUCTION NOTES: WATER; DRAINAGE; SEWER; AND
I 00 PRESSURE IRRIGATION.
13 # s 6 as 6. ALL STREETS SHALL BE PRIVATE. SEE THE PRELIMINARY ROADWAY CROSS–SECTION
I �I �---- THIS SHEET.
Oil
? A in
00 7. STORM DRAINAGE FROM THE PRIVATE ROADWAY SHALL BE COLLECTED IN THE
J TEMPORARY ROADSIDE SWALE. PERMANENT STORM WATER FACILITIES WILL BE
3 I FL CONSTRUCTED AS THE SUBDIVISION DEVELOPS.
IttI j 8. SANITARY SEWER AND WATER FACILITIES WILL BE PROVIDED WITH A PERMANENT
FY �' PUBLIC UTILITY EASEMENT.
„
SSMH # 5g -mow _ .._ 9. LINDER ROAD RIGHT–OF–WAY IMPROVEMENTS TO BE CONSTRUCTION BY ACHD.
I _.__ i
+ SSMH 10. PRESSURE IRRIGATION TO BE PROVIDED BY SETTLERS IRRIGATION DISTRICT.
PT— PI PI PI PI PI
MATCH LINE THIS SHEET f
2, 2'
SHOULDER SHOULDER
5' 15' 15' 5'
BORROW CENTER–TO–EP CENTER–TO–EP ___[BORROW
VARIES VARIES PRELIMINARY NOT FOR CONSTRUCTION
BOUNTIFUL CROSSI
Lo PRELIMINARY PLAT
C5 6
MERIDIAN,
10" OF 6"–MINUS PIT–RUN
SUBBASE.
REVISIONS
3" OF PLANT MIX PAVEMENT (CLASS III) N0, ITEM
4" OF 3/4"–MINUS CRUSHED AGGREGATE BASE. SEE NOTE 1.
TYPICAL DRIVE SECTION
NTS
0 25 50 100 150
Plan Scale
LEGEND
—
—
---
BOUNDARY LINE
—
—
OFFSITE BOUNDARY .LINE
PROPOSED LOT LINE
p
FOUND 1/2 INCH REBAR
OO
FOUND 5/8 INCH REBAR
®
SPIKE
PROPOSED IMPROVEMENTS
s
s
s
SEWER LINE
w
w
WATER LINE
GI
GI
GRAVITY IRRIGATION LINE
SEWER MANHOLE
FIRE HYDRANT
w
w
DUAL WATER SERVICE
w
w
SINGLE WATER SERVICE
2645
PROPOSED CONTOUR AREA
EXISTING FEATURES
s
s
s
SANITARY SEWER LINE
—w
—w—
WATER LINE
c
G
G
GAS LINE
-
—op
—op—
OVERHEAD POWER LINE
—op
—op
GRAVITY IRRIGATION LINE
SEWER MANHOLE
wv
WATER VALVE
WATER METER
FIRE HYDRANT
POWER POLE
®
POWER BOX
EP
EP
EDGE OF PAVEMENT
—EG
—EG—
EDGE OF GRAVEL