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COVER SHEET
TIMBERLINE SUBDIVISION NO. 1
GENERAL NOTES AND DETAILS
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!
GENERAL CONSTRUCTION1.ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE IDAHOSTANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), THE CITY OF MERIDIAN SUPPLEMENTALSPECIFICATIONS TO THE ISPWC (AND ANY ADDENDUMS), THE REQUIREMENTS OF THE ADA COUNTYHIGHWAY DISTRICT (ACHD) AND/OR THE REQUIREMENTS OF THE IDAHO TRANSPORTATION DEPARTMENT(ITD). THE MORE STRINGENT OF ANY OF THESE STANDARDS SHALL BE THE CONTROLLING STANDARDS ORSPECIFICATIONS.2.THE CONTRACTOR SHALL HAVE A COPY OF THE LATEST CITY OF MERIDIAN STANDARD SPECIFICATIONSAND DRAWINGS ON SITE AT ALL TIMES DURING CONSTRUCTION (AVAILABLE ON THE WEBSITE). FAILURETO HAVE A CURRENT COPY OF THE STANDARD SPECIFICATIONS ON SITE COULD BE GROUNDS FOR ASTOP WORK ORDER UNTIL THE SITUATION IS RESOLVED.3.THE CONTRACTOR SHALL HAVE PLANS STAMPED “APPROVED FOR CONSTRUCTION” BY CITY OF MERIDIANPUBLIC WORKS DEPARTMENT ON SITE AT ALL TIMES.4.ALL CONTRACTORS, SUBCONTRACTORS AND UTILITY CONTRACTORS SHALL ATTEND APRE-CONSTRUCTION CONFERENCE PRIOR TO START OF WORK.5.CONTRACTORS SHALL NOTIFY THE APPROPRIATE AGENCY WHEN MATERIALS ARE ON SITE ORINSPECTION OF THE WORK IS REQUIRED. NO WORK MAY BEGIN ON ANY PROJECT WITHOUT TWENTY FOUR(24) HOUR PRIOR NOTICE.6.ALL MATERIAL FURNISHED ON, OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THEAPPROVING AGENCIES. AT THE REQUEST OF THE APPROVING AGENCY OR THE DESIGN ENGINEER,CONTRACTORS SHALL FURNISH PROOF THAT ALL MATERIALS INSTALLED ON THIS PROJECT MEET THESPECIFICATION REQUIREMENTS SET FORTH IN GENERAL CONSTRUCTION NOTE NO. 1.7.WORK SUBJECT TO APPROVAL BY ANY GOVERNMENTAL AGENCY MUST BE APPROVED PRIOR TO (A)BACKFILLING TRENCHES FOR PIPE; (B) PLACING OF AGGREGATE BASE; (C) PLACING OF CONCRETE; (D)PLACING OF ASPHALT PAVING.8.INSPECTION, APPROVAL AND FINAL ACCEPTANCE OF ALL WATER AND SEWER CONSTRUCTION SHALL BEBY THE PUBLIC WORKS DEPARTMENT, AND THEIR DECISION SHALL BE FINAL. SUCH INSPECTIONS SHALLNOT RELIEVE THE CONTRACTOR FROM THE RESPONSIBILITY OF PERFORMING THE WORK IN ANACCEPTABLE MANNER IN ACCORDANCE WITH THE DEQ/QLPE APPROVED CONSTRUCTION PLANS.9.ANY DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS MUST HAVE THE APPLICABLE AGENCYAPPROVAL IN WRITING PRIOR TO CONSTRUCTION.
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ROADWAY1.ALL CONTRACTORS WORKING WITHIN THE PUBLIC ROAD RIGHT-OF-WAY ARE REQUIRED TO SECURE ARIGHT-OF-WAY CONSTRUCTION PERMIT FROM ACHD OR ITD AT LEAST TWENTY-FOUR (24) HOURS PRIORTO ANY CONSTRUCTION.2.ACHD OR ITD WILL INSPECT ALL WORK WITHIN THE PUBLIC RIGHTS-OF-WAY TO INCLUDE UTILITYTRENCHES ABOVE THE PIPE ZONE.3.MERIDIAN PUBLIC WORKS WILL INSPECT STORM DRAINAGE IMPROVEMENTS SERVING PRIVATE ROADSAND PARKING LOT IMPROVEMENTS OUTSIDE THE PUBLIC RIGHT-OF-WAY.WATER1.CONSTRUCTION OF THE WATER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE "IDAHO RULES FORPUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08)" AS WELL AS THE STANDARDS AND SPECIFICATIONSREFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1.2.THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARYSEWER, STORM DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARYFOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18)INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITHSECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) ANDSECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16).3.THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLEWATER MAINS SHALL BE A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATERMAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICALSEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THEIDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THEWASTEWATER RULES (IDAPA 58.01.16).4.PLACE WATER SERVICE LINES IN A TWO (2) INCH DIAMETER PIPE WHEREVER THE SERVICE LINE CROSSESA STORM WATER TREATMENT FACILITY (I.E. SEEPAGE BEDS, DRAINAGE SWALES). THE PIPE MATERIALUSED FOR SLEEVING MUST BE IMPERVIOUS TO CONTAMINATION FROM PETROLEUM PRODUCTS AND MUSTBE APPROVED BY THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY (IDEQ).5.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER SERVICE TO ALLEXISTING WATER USERS AFFECTED BY CONSTRUCTION.6.ALL WATER WORKS COMPONENTS SHALL BE ANSI/NSF 61 CERTIFIED, AND MUST MEET ALL AWWA ANDSTANDARD REQUIREMENTS OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA58.01.08).7. PLACE WATER SERVICE LINES IN A TWO INCH DIAMETER SCHEDULE 80 WATER CLASS PIPE WHEREVERTHE SERVICE LINE CROSSES A STORM WATER SEEPAGE BED.SEWER1.CONSTRUCTION OF THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE WASTEWATERRULES (IDAPA 58.01.16 AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERALCONSTRUCTION NOTE NO. 1.2.THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARYSEWER, STORM DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARYFOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18)INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITHSECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) ANDSECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16).3.THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLEWATER MAINS SHALL BE A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATERMAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICALSEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THEIDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THEWASTEWATER RULES (IDAPA 58.01.16).4.PLACE SEWER SERVICE LINES IN A SIX (6) INCH DIAMETER WATER CLASS PIPE WHEREVER THE SERVICELINE CROSSES A STORMWATER TREATMENT FACILITY (I.E., SEEPAGE BEDS, DRAINAGE SWALES).5.WHEN COVER OVER A SEWER PIPE IS LESS THAN THREE (3) FEET FROM TOP OF PIPE TO SUBGRADE ORTOP OF PIPE TO NATURAL GROUND, USE "CLASS 200 WATER PRESSURE PIPE", ASTM D 2241, SDR 21,INCLUDING SERVICE LINES AND FITTINGS.6.THE CONTRACTOR SHALL CONDUCT AN AIR PRESSURE TEST AND TELEVISION INSPECTION AFTER ALLUNDERGROUND UTILITIES HAVE BEEN INSTALLED. THE CONTRACTOR SHALL PROVIDE A VIDEOTAPE OFTHE INSPECTION PRIOR TO FINAL ACCEPTANCE OF THE SEWER.7.ALL CCTV INSPECTIONS SHALL BE COMPLETED BY THIRD PARTY TESTING FIRM.8. PLACE SEWER SERVICE LINES IN A SIX INCH DIAMETER WATER CLASS PIPE WHEREVER THE SERVICELINE CROSSES A STORM WATER SEEPAGE BED.
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.
ACHD1.ALL CONSTRUCTION IN THE PUB
L
I
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T
-
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THE ACHD SUPPLEMENTAL SPE
C
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.
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WILL BE ALLOWED UNLESS SP
E
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.
2.WHEN DISCREPANCIES OCCUR
B
E
T
W
E
E
N
P
L
A
N
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A
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S
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NOTIFY THE ENGINEER. UNTIM
E
L
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COMPENSATION.3.ALL CONTRACTORS WORKING WI
T
H
I
N
T
H
E
P
U
B
L
I
C
R
O
A
D
R
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-
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W
A
Y
PERMIT FROM ACHD AT LEAS
T
2
4
H
O
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P
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T
O
A
N
Y
C
O
N
S
T
R
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T
I
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N
.
4.INSPECTION OF WORK WITHIN T
H
E
R
I
G
H
T
-
O
F
-
W
A
Y
S
S
H
A
L
L
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W
A
Y
D
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D
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OWNER'S ENGINEER. CONTAC
T
A
C
H
D
"
Z
O
N
E
"
I
N
S
P
E
C
T
I
O
N
S
T
A
F
F
A
T
3
8
7
-
6
2
8
0
.
5.ALL STORM DRAINAGE APPURT
E
N
A
N
C
E
S
S
H
A
L
L
B
E
I
N
S
P
E
C
T
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D
B
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A
D
A
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Y
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I
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H
W
A
Y
D
I
S
T
R
I
C
T
(
R
/
W
O
N
L
Y
)
,
A
N
D
THE OWNERS ENGINEER.6.ALL ONSITE PRIVATE DRIVES SH
A
L
L
C
O
N
F
O
R
M
T
O
T
H
E
C
U
R
R
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W
C
.
N
O
E
X
C
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P
T
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N
S
T
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T
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E
ISPWC WILL BE ALLOWED UNLES
S
S
P
E
C
I
F
I
C
A
L
L
Y
A
N
D
P
R
E
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G
N
E
N
G
I
N
E
E
R
AND/OR GARDEN CITY PUBLIC
W
O
R
K
S
.
7.CONTACT THE DESIGN ENGINEE
R
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
O
B
S
E
R
V
A
T
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A
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L
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P
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T
E
D
R
I
V
E
S
.
T
H
E
C
I
T
Y
M
A
Y
STILL OBSERVE THE PRIVATE D
R
I
V
E
C
O
N
S
T
R
U
C
T
I
O
N
,
B
U
T
T
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E
D
E
S
I
G
N
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N
G
I
N
E
E
R
I
S
P
R
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M
A
R
I
L
Y
R
E
S
P
O
N
S
I
B
L
E
F
O
R
PLAN CONFORMANCE OF ALL
O
N
S
I
T
E
P
R
I
V
A
T
E
D
R
I
V
E
S
.
8.TESTING RESULTS OF ONSITE
P
R
I
V
A
T
E
D
R
I
V
E
S
S
H
A
L
L
B
E
R
E
V
I
E
W
E
D
F
O
R
C
O
M
P
L
I
A
N
C
E
B
Y
T
H
E
O
W
N
E
R
'
S
E
N
G
I
N
E
E
R
.
9.ALL COSTS OF RETESTING FOR
P
R
E
V
I
O
U
S
L
Y
F
A
I
L
E
D
T
E
S
T
S
S
H
A
L
L
B
E
B
A
C
K
C
H
A
R
G
E
D
T
O
T
H
E
C
O
N
T
R
A
C
T
O
R
B
Y
T
H
E
OWNER.10.ALL COSTS TO THE CONTRACT
O
R
I
N
C
U
R
R
E
D
I
N
C
O
R
R
E
C
T
I
N
G
D
E
F
I
C
I
E
N
T
W
O
R
K
S
H
A
L
L
B
E
T
O
T
H
E
C
O
N
T
R
A
C
T
O
R
'
S
ACCOUNT. FAILURE TO COR
R
E
C
T
S
U
C
H
W
O
R
K
W
I
L
L
B
E
C
A
U
S
E
F
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R
A
S
T
O
P
W
O
R
K
O
R
D
E
R
A
N
D
P
O
S
S
I
B
L
E
TERMINATION.11.EXISTING A.C. PAVEMENT SHALL
B
E
C
U
T
T
O
A
N
E
A
T
S
T
R
A
I
G
H
T
L
I
N
E
P
A
R
A
L
L
E
L
O
R
P
E
R
P
E
N
D
I
C
U
L
A
R
T
O
T
H
E
S
T
R
E
E
T
CENTERLINE AND THE EXPOS
E
D
E
D
G
E
S
H
A
L
L
B
E
T
A
C
K
E
D
W
I
T
H
E
M
U
L
S
I
O
N
P
R
I
O
R
T
O
P
A
V
I
N
G
.
12.MANHOLE GRADE RINGS, CAST I
R
O
N
R
I
N
G
S
A
N
D
C
O
V
E
R
S
S
H
A
L
L
B
E
P
R
O
V
I
D
E
D
B
Y
T
H
E
S
E
W
E
R
C
O
N
T
R
A
C
T
O
R
.
T
H
E
ROAD CONTRACTOR SHALL INST
A
L
L
T
H
E
S
E
W
E
R
G
R
A
D
E
R
I
N
G
S
,
C
A
S
T
I
R
O
N
R
I
N
G
S
,
C
O
V
E
R
S
A
N
D
C
O
N
C
R
E
T
E
C
O
L
L
A
R
S
TO FINISH GRADE. WATER VALV
E
B
O
X
E
S
A
N
D
C
O
V
E
R
S
S
H
A
L
L
B
E
P
R
O
V
I
D
E
D
B
Y
T
H
E
W
A
T
E
R
C
O
N
T
R
A
C
T
O
R
.
T
H
E
R
O
A
D
CONTRACTOR SHALL INSTALL
T
H
E
W
A
T
E
R
V
A
L
V
E
B
O
X
E
S
C
O
V
E
R
S
A
N
D
C
O
N
C
R
E
T
E
C
O
L
L
A
R
S
T
O
F
I
N
I
S
H
G
R
A
D
E
.
13.ALL TOPS OF VALVE BOXES AND
S
E
W
E
R
M
A
N
H
O
L
E
S
S
H
A
L
L
B
E
S
E
T
F
L
U
S
H
W
I
T
H
T
H
E
S
L
O
P
E
O
F
T
H
E
F
I
N
I
S
H
E
D
S
T
R
E
E
T
GRADES. THE ROADWAY CONT
R
A
C
T
O
R
S
H
A
L
L
I
N
S
T
A
L
L
A
N
D
A
D
J
U
S
T
A
L
L
S
P
A
C
E
R
S
,
G
R
A
D
E
R
I
N
G
S
,
M
A
N
H
O
L
E
R
I
N
G
S
AND LIDS.14.ALL WATER VALVES WILL BE PLA
C
E
D
S
O
A
S
N
O
T
T
O
C
O
N
F
L
I
C
T
W
I
T
H
A
N
Y
C
O
N
C
R
E
T
E
C
U
R
B
,
G
U
T
T
E
R
,
V
A
L
L
E
Y
G
U
T
T
E
R
,
AND SIDEWALK IMPROVEMEN
T
S
.
15.ALL WATER METERS ARE TO BE
L
O
C
A
T
E
D
O
U
T
S
I
D
E
T
H
E
R
O
A
D
R
I
G
H
T
-
O
F
-
W
A
Y
.
T
H
E
R
E
M
U
S
T
B
E
A
T
L
E
A
S
T
A
O
N
E
(
1
)
FOOT SEPARATION BETWEEN BA
C
K
O
F
S
I
D
E
W
A
L
K
(
O
R
C
U
R
B
I
F
N
O
S
I
D
E
W
A
L
K
)
A
N
D
T
H
E
L
E
A
D
I
N
G
E
D
G
E
O
F
A
N
Y
F
I
R
E
HYDRANT.16.OVER EXCAVATION AND ADDITI
O
N
A
L
G
R
A
N
U
L
A
R
B
A
C
K
F
I
L
L
M
A
Y
B
E
R
E
Q
U
I
R
E
D
I
N
H
I
G
H
G
R
O
U
N
D
W
A
T
E
R
A
R
E
A
S
W
H
I
C
H
ARE TO BE DETERMINED BY T
H
E
F
I
E
L
D
I
N
S
P
E
C
T
O
R
.
17.ALL MATERIALS PLACED WITHIN
T
H
E
P
U
B
L
I
C
R
I
G
H
T
-
O
F
-
W
A
Y
A
S
F
I
L
L
O
R
B
A
C
K
F
I
L
L
S
H
A
L
L
B
E
P
L
A
C
E
D
A
N
D
C
O
M
P
A
C
T
E
D
IN ACCORDANCE WITH SECTIO
N
3
0
6
O
F
T
H
E
C
U
R
R
E
N
T
E
D
I
T
I
O
N
O
F
A
D
A
C
O
U
N
T
Y
H
I
G
H
W
A
Y
D
I
S
T
R
I
C
T
S
T
A
N
D
A
R
D
SPECIFICATIONS.18.CLEARING AND GRUBBING AN
D
R
E
M
O
V
A
L
O
F
O
B
S
T
R
U
C
T
I
O
N
S
S
H
A
L
L
B
E
I
N
A
C
C
O
R
D
A
N
C
E
W
I
T
H
I
S
P
W
C
S
E
C
T
I
O
N
2
0
1
.
19.EXCAVATION AND EMBANKME
N
T
S
H
A
L
L
B
E
I
N
A
C
C
O
R
D
A
N
C
E
W
I
T
H
I
S
P
W
C
S
E
C
T
I
O
N
2
0
2
.
20.STRUCTURAL EXCAVATION A
N
D
C
O
M
P
A
C
T
I
N
G
B
A
C
K
F
I
L
L
S
H
A
L
L
B
E
I
N
A
C
C
O
R
D
A
N
C
E
W
I
T
H
I
S
P
W
C
S
E
C
T
I
O
N
2
0
4
.
21.DEWATERING SHALL BE IN AC
C
O
R
D
A
N
C
E
W
I
T
H
I
S
P
W
C
S
E
C
T
I
O
N
2
0
5
.
22.PERMANENT EROSION CONTR
O
L
S
H
A
L
L
B
E
I
N
A
C
C
O
R
D
A
N
C
E
W
I
T
H
I
S
P
W
C
S
E
C
T
I
O
N
2
0
6
.
23.PERMANENT STORMWATER B
E
S
T
M
A
N
A
G
E
M
E
N
T
P
R
A
C
T
I
C
E
S
S
H
A
L
L
B
E
I
N
A
C
C
O
R
D
A
N
C
E
W
I
T
H
I
S
P
W
C
S
E
C
T
I
O
N
2
0
7
.
24.UNCRUSHED AGGREGATE (6-I
N
C
H
M
I
N
U
S
)
S
H
A
L
L
B
E
P
E
R
I
S
P
W
C
S
E
C
T
I
O
N
8
0
1
.
25.CRUSHED AGGREGATE BASE
¾
-
I
N
C
H
(
T
Y
P
E
I
)
S
H
A
L
L
B
E
P
E
R
I
S
P
W
C
S
E
C
T
I
O
N
8
0
2
.
26.DRAINAGE GEOTEXTILE (TYPE
I
)
S
H
A
L
L
B
E
P
E
R
I
S
P
W
C
S
E
C
T
I
O
N
2
0
5
0
.
27.ROADWAY CONSTRUCTION WI
L
L
M
E
E
T
S
P
E
C
I
F
I
C
D
E
T
A
I
L
S
A
N
D
R
E
Q
U
I
R
E
M
E
N
T
S
O
F
T
H
E
F
O
L
L
O
W
I
N
G
I
D
A
H
O
STANDARDS FOR PUBLIC WORK
S
C
O
N
S
T
R
U
C
T
I
O
N
S
T
A
N
D
A
R
D
D
R
A
W
I
N
G
S
(
C
U
R
R
E
N
T
E
D
I
T
I
O
N
)
O
R
T
H
E
A
P
P
L
I
C
A
B
L
E
ACHD SUPPLEMENTAL DRAWI
N
G
S
(
C
U
R
R
E
N
T
E
D
I
T
I
O
N
)
:
a.STREET SECTION, DRAWI
N
G
N
O
.
S
D
-
8
0
1
,
A
N
D
S
E
C
T
I
O
N
S
A
S
S
H
O
W
N
O
N
T
Y
P
I
C
A
L
S
T
R
E
E
T
S
E
C
T
I
O
N
S
.
b.VERTICAL CURB AND GU
T
T
E
R
,
(
A
C
H
D
S
U
P
.
D
W
G
.
S
D
-
7
0
1
)
.
c.PEDESTRIAN RAMP FOR
H
A
N
D
I
C
A
P
P
E
D
,
D
R
A
W
I
N
G
N
O
.
S
D
-
7
1
2
C
.
d.SIDEWALKS, (ACHD SUP.
D
W
G
.
S
D
-
7
0
9
)
G
E
N
E
R
A
L
L
E
G
E
N
D
SS
SSSS RIDEBAUGH CANAL SS
SS
SS
SS
W
W
W
W
W
W
W
W
W
36.0' STREET SECTION 50' RIGHT-OF-WAYS. GRENZE AVE (LOOKING UP STATION)1" = 10'33.0' STREET SECTION 50' RIGHT-OF-WAYS. BEAR CLAW AVE. (LOOKING UP STATION)1" = 10'VICTORY ROADSTREET SECTION1" = 10'ENTRY ROAD 65' RIGHT-OF-WAYS. VOLUNTEER PLACE1" = 10'SSSS SS
S
S
S
S
SS
S
S
S
S
PRIVATE DRIVEWAY ROAD SECTION1" = 10'
TIMBERLINE SUBDIVISION NO. 1
PRESSURE IRRIGATION AND
OVERALL UTILITY PLAN
Revisions
2
2
1
0
1
0
6
9
2
R
E
G
I
S
T
E
R
E
D
S
T
A
T
E
O
F
I
D
A
HO
AGENCY REVIEW NOT FOR CONSTRUCTION
R
S
C
SS
S
S
TIMBERLINE SUBDIVISION NO. 1
STORM DRAIN DETAILS
Revisions
3
3
1
0
1
0
6
9
2
R
E
G
I
S
T
E
R
E
D
S
T
A
T
E
O
F
I
D
A
HO
AGENCY REVIEW NOT FOR CONSTRUCTION
S
E
E
P
A
G
E
B
E
D
D
E
T
A
I
L
-
N
T
S
-
PLAN VIEW-NTS-
RS
C
1000 GALLONSAND/GREASE TRAP NO. 1-NTS-
P
L
A
N
V
I
E
W
-
N
T
S
-
1
5
0
0
G
A
L
L
O
N
SA
N
D
/
G
R
E
A
S
E
T
R
A
P
N
O
.
6
-
N
T
S
-
RSC SEEPAGE TRENCH NO. 11" = 10'RSC
S
E
E
P
A
G
E
T
R
E
N
C
H
N
O
.
2
1
"
=
1
0
'
R
S
C
SS
SS
W
W
W
W
W
SSSS
S
S
SS
S
S
S
S
Revisions
2664 2672 26802656266026682676 26842652
S
C
A
L
E
N
A
V
D
8
8
D
A
T
U
M
4
4
1
0
C
A
L
L
B
E
F
O
R
E
Y
O
U
D
I
G
!
C
A
L
L
B
E
F
O
R
E
Y
O
U
D
I
G
!
1
0
6
9
2
R
E
G
I
S
T
E
R
E
D
S
T
A
T
E
O
F
I
D
A
HO
C
A
L
L
B
E
F
O
R
E
Y
O
U
D
I
G
!
1
3
+
0
0
1
1
+
0
0
9
+
0
0
AGENCY REVIEW NOT FOR CONSTRUCTION
RSC
SEWER PLAN / PROFILE
TIMBERLINE SUBDIVISION NO. 1
S
E
W
E
R
P
L
A
N
/
P
R
O
F
I
L
E
2688 2692 2696
2
6
6
4
2
6
7
2
2
6
8
0
2
6
5
6
2
6
6
0
2
6
6
8
2
6
7
6
2
6
8
4
2
6
5
2
2
6
8
8
2
6
9
2
2
6
9
6
7+00
1
5
+
0
0
SSSS
S
S
Revisions
2662 2666 26702658266026642668 2672 2674
SEE SHEET 6
S
C
A
L
E
N
A
V
D
8
8
D
A
T
U
M
5
5
1
0
C
A
L
L
B
E
F
O
R
E
Y
O
U
D
I
G
!
C
A
L
L
B
E
F
O
R
E
Y
O
U
D
I
G
!
1
0
6
9
2
R
E
G
I
S
T
E
R
E
D
S
T
A
T
E
O
F
I
D
A
HO
C
A
L
L
B
E
F
O
R
E
Y
O
U
D
I
G
!
8
+
0
0
7
+
0
0
6
+
0
0
SEE SHEET 6
AGENCY REVIEW NOT FOR CONSTRUCTION
R
S
C
S. GRENZE AVENUE
TIMBERLINE SUBDIVISION NO. 1
STA: 5+84.96 to STA: 10+00
S
.
G
R
E
N
Z
E
A
V
E
N
U
E
5+00
2
6
6
2
2
6
6
6
2
6
7
0
2
6
5
8
2
6
6
0
2
6
6
4
2
6
6
8
2
6
7
2
2
6
7
4
K
E
Y
N
O
T
E
S
SS
W
W
SS SS
S
S
Revisions
2670 26742662266626682672 26762664
SEE SHEET 8
S
C
A
L
E
N
A
V
D
8
8
D
A
T
U
M
6
6
1
0
C
A
L
L
B
E
F
O
R
E
Y
O
U
D
I
G
!
C
A
L
L
B
E
F
O
R
E
Y
O
U
D
I
G
!
1
0
6
9
2
R
E
G
I
S
T
E
R
E
D
S
T
A
T
E
O
F
I
D
A
HO
C
A
L
L
B
E
F
O
R
E
Y
O
U
D
I
G
!
1
3
+
0
0
1
2
+
0
0
11+00
AGENCY REVIEW NOT FOR CONSTRUCTION
R
S
C
S. GRENZE AVE / S. BEAR CLAW AVE
TIMBERLINE SUBDIVISION NO. 1
STA: 10+00 to STA: 14+08.66
S
.
G
R
E
N
Z
E
A
V
E
/
S
.
B
E
A
R
C
L
A
W
A
V
E
1
4
+
0
0
2
6
7
0
2
6
7
4
2
6
7
8
2
6
6
6
2
6
6
8
2
6
7
2
2
6
7
6
2
6
6
4
2
6
8
0
2
6
8
2
2
6
8
4
2
6
8
6
2
6
6
2
2
6
8
2
2
6
8
4
2
6
8
6
2
6
8
0
K
E
Y
N
O
T
E
S
S
E
E
S
H
E
E
T
7
SEE SHEET 5SEE SHEET 5
W
W
W
SS
W
W
S
S
P
R
I
V
A
T
E
D
R
I
V
E
W
A
Y
R
O
A
D
S
E
C
T
I
O
N
1
"
=
1
0
'
Revisions
2686 2690 26942682268426882692 26962680SEE SHEET 6
S
C
A
L
E
N
A
V
D
8
8
D
A
T
U
M
7
7
1
0
C
A
L
L
B
E
F
O
R
E
Y
O
U
D
I
G
!
C
A
L
L
B
E
F
O
R
E
Y
O
U
D
I
G
!
1
0
6
9
2
R
E
G
I
S
T
E
R
E
D
S
T
A
T
E
O
F
I
D
A
HO
C
A
L
L
B
E
F
O
R
E
Y
O
U
D
I
G
!
15+00
AGENCY REVIEW NOT FOR CONSTRUCTION
RSC
S. BEAR CLAW AVE / COMMON DRIVE
TIMBERLINE SUBDIVISION NO. 1
S. BEAR CLAW AVENUE
2
6
6
2
2
6
6
6
2
6
7
0
2
6
5
8
2
6
6
0
2
6
6
4
2
6
6
8
2
6
7
2
2
6
5
6
R
S
C
C
O
M
M
O
N
D
R
I
V
E
16+00 SEE SHEET 6
SEE SHEET 6
SEE SHEET 6
2
6
8
6
2
6
9
0
2
6
9
4
2
6
8
2
2
6
8
4
2
6
8
8
2
6
9
2
2
6
9
6
2
6
8
0
KEY NOTES
2
6
6
2
2
6
6
6
2
6
7
0
2
6
5
8
2
6
6
0
2
6
6
4
2
6
6
8
2
6
7
2
2
6
5
6
SS
SSSS SS
SS
SS
W
W
W
W
W
W
W
W
W
SSSSSS
S
S
S
S
SS
S
S
S
S
Revisions
266526552660 26702650
S
C
A
L
E
N
A
V
D
8
8
D
A
T
U
M
8
8
1
0
C
A
L
L
B
E
F
O
R
E
Y
O
U
D
I
G
!
C
A
L
L
B
E
F
O
R
E
Y
O
U
D
I
G
!
1
0
6
9
2
R
E
G
I
S
T
E
R
E
D
S
T
A
T
E
O
F
I
D
A
HO
C
A
L
L
B
E
F
O
R
E
Y
O
U
D
I
G
!
AGENCY REVIEW NOT FOR CONSTRUCTION
GRAVITY IRRIGATION PLAN / PROFILE
TIMBERLINE SUBDIVISION NO. 1
G
R
A
V
I
T
Y
I
R
R
I
G
A
T
I
O
N
P
L
A
N
/
P
R
O
F
I
L
E
2645 2675 2680
2
6
6
5
2
6
5
5
2
6
6
0
2
6
7
0
2
6
5
0
2
6
4
5
2
6
7
5
2
6
8
0
S
S
S
S
S
S
S
S
Revisions
268526752680 26902670
S
C
A
L
E
N
A
V
D
8
8
D
A
T
U
M
9
9
1
0
C
A
L
L
B
E
F
O
R
E
Y
O
U
D
I
G
!
C
A
L
L
B
E
F
O
R
E
Y
O
U
D
I
G
!
1
0
6
9
2
R
E
G
I
S
T
E
R
E
D
S
T
A
T
E
O
F
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D
A
HO
C
A
L
L
B
E
F
O
R
E
Y
O
U
D
I
G
!
AGENCY REVIEW NOT FOR CONSTRUCTION
GRAVITY IRRIGATION PLAN / PROFILE
TIMBERLINE SUBDIVISION NO. 1
GRAVITY IRRIGATION PLAN / PROFIL
E
2665 2695 2700
2
6
8
5
2
6
7
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4
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'
RSCSCALE IN FEET 01"=20'40201020
36.0' STREET SECTION 50' RIGHT-OF-WAYS. GRENZE AVE (LOOKING UP STATION)1" = 10'33.0' STREET SECTION 50' RIGHT-OF-WAYS. BEAR CLAW AVE. (LOOKING UP STATION)1" = 10'VICTORY ROADSTREET SECTION1" = 10'ENTRY ROAD 65' RIGHT-OF-WAYS. VOLUNTEER PLACE1" = 10'PRIVATE DRIVEWAY ROAD SECTION1" = 10'
TIMBERLINE SUBDIVISION NO. 1
STREET LIGHT PLAN
Revisions
1
0
1
0
1
0
1
0
6
9
2
R
E
G
I
S
T
E
R
E
D
S
T
A
T
E
O
F
I
D
A
HO
AGENCY REVIEW NOT FOR CONSTRUCTION
R
S
C
1
.
A
L
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2
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:
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3
.
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B
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B
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4
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6
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S 89°24'09" E
55.00'
S
0
°
2
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"
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3
0
.
0
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N 89°24'09" W 523.99'
N
0
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°
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7
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N 78°2
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S 0°26'29" W
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_
_
_
_
,
P
A
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_
_
_
_
_
.
1. BUILDING SETBACKS AND DIMENSIONAL STANDARDS IN THIS SUBDIVI
S
I
O
N
S
H
A
L
L
B
E
I
N
C
O
M
P
L
I
A
N
C
E
W
I
T
H
T
I
T
L
E
I
I
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F
MERIDIAN CITY CODE UNLESS OTHERWISE MODIFIED BY CONDITIONAL
U
S
E
P
E
R
M
I
T
2. THE BOTTOM ELEVATION OF BUILDING FOOTINGS SHALL BE SET A MI
N
I
M
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M
O
F
1
2
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C
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S
A
B
O
V
E
T
H
E
H
I
G
H
E
S
T
ESTABLISHED NORMAL GROUNDWATER ELEVATION.3. ANY RE-SUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE MOST R
E
C
E
N
T
L
Y
A
P
P
R
O
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E
D
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U
B
D
I
V
I
S
I
O
N
S
T
A
N
D
A
R
D
S
O
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THE CITY OF MERIDIAN AT THE TIME OF THE RE-SUBDIVISION.4. ALL LOT LINES COMMON TO PUBLIC AND PRIVATE STREETS ARE HER
E
B
Y
D
E
S
I
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N
A
T
E
D
T
O
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A
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N
(
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F
O
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PERMANENT EASEMENT FOR PUBLIC UTILITIES, IRRIGATION, AND LOT
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E
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T
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R
W
I
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D
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N
S
I
O
N
E
D
.
5. UNLESS OTHERWISE SHOWN, ALL LOTS ARE HEREBY DESIGNATED AS
H
A
V
I
N
G
A
F
I
V
E
(
5
)
F
O
O
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P
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A
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E
N
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E
A
S
E
M
E
N
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ON EACH SIDE OF THE INTERIOR SIDE LOT LINES, AND A TEN (10) FOOT
P
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E
N
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N
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C
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U
O
U
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REAR LOT LINES, FOR PUBLIC UTILITIES, IRRIGATION, AND LOT DRAINA
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E
.
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L
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R
E
A
S
E
M
E
N
T
S
A
R
E
A
S
S
H
O
W
N
.
6. IRRIGATION WATER WILL BE PROVIDED BY NAMPA-MERIDIAN IRRIGATI
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N
D
I
S
T
R
I
C
T
I
N
C
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P
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I
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W
I
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A
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SECTION 31-3805(b). LOTS WITHIN THE SUBDIVISION WILL BE ENTITLE
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A
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W
A
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R
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OBLIGATED FOR ASSESSMENTS FROM NAMPA-MERIDIAN IRRIGATION
D
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7. MAINTENANCE OF ANY IRRIGATION AND DRAINAGE PIPES OR DITCHE
S
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LOT OWNER UNLESS SUCH RESPONSIBILITY IS ASSUMED BY AN IRRIG
A
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D
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8. THIS DEVELOPMENT RECOGNIZES IDAHO CODE SECTION 22-4503, RIG
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AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION
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AFTER IT HAS BEEN IN OPERATION FOR MORE THAN ONE (1) YEAR, W
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TIME IT BEGAN OR WAS CONSTRUCTED. THE PROVISIONS OF THIS SE
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RESULTS FROM THE IMPROPER OR NEGLIGENT OPERATION OF ANY A
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OR EXPANSION THEREOF."9. COVENANTS, CONDITIONS AND RESTRICTIONS FOR THIS SUBDIVISIO
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10. LOTS 1, 8, 9, and 10 BLOCK 2 ARE COMMON LOTS TO BE OWNED AND
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THIS LOT SHALL BE USED FOR HOMEOWNER PEDESTRIAN ACCESS A
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EASEMENT ACROSS SAID LOT FOR PUBLIC UTILITIES, IRRIGATION, AN
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11. LOT 9, BLOCK 2 CONTAINS A PRIVATE DRIVEWAY AND SHALL BE OW
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THIS SUBDIVISION HAVE THE PERPETUAL RIGHT OF INGRESS-EGRES
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RUN WITH THE LAND.13. THIS SUBDIVISION IS SUBJECT TO ACHD LICENSE AGREEMENT, INST
.
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BILTMORE ESTATES SUBDIVISION NO. 1
BOOK PAGE
UNPLATTED C31 POINT OF BEGINNING
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N
O
T
D
E
D
I
C
A
T
E
D
T
O
T
H
E
PUBLIC, BUT THE RIGHT TO USE SAID EASEMEN
T
S
I
S
H
E
R
E
B
Y
R
E
S
E
R
V
E
D
F
O
R
P
U
B
L
I
C
U
T
I
L
I
T
I
E
S
A
N
D
FOR ANY OTHER USES AS DESIGNATED HEREO
N
,
A
N
D
N
O
P
E
R
M
A
N
E
N
T
S
T
R
U
C
T
U
R
E
S
A
R
E
T
O
B
E
ERECTED WITHIN THE LINES OF SAID EASEMEN
T
S
.
BASIS OF BEARINGS FOR THIS DESCRIPTION IS SOU
T
H
8
9
º
2
2
'
1
5
”
E
A
S
T
B
E
T
W
E
E
N
A
5
/
8
”
R
E
B
A
R
P
L
S
1
4
2
2
1
,
MARKING THE N1/4 CORNER OF SECTION 25, AN
D
A
N
A
L
U
M
I
N
U
M
C
A
P
M
A
R
K
I
N
G
T
H
E
N
O
R
T
H
E
A
S
T
C
O
R
N
E
R
O
F
SECTION 25, BOTH IN T. 3 N., R. 1 W., B.M., CIT
Y
O
F
M
E
R
I
D
I
A
N
,
A
D
A
C
O
U
N
T
Y
,
I
D
A
H
O
.
A PARCEL OF LAND BEING A PORTION OF RECOR
D
O
F
S
U
R
V
E
Y
8
0
1
5
,
A
D
A
C
O
U
N
T
Y
R
E
C
O
R
D
S
A
N
D
L
O
C
A
T
E
D
I
N
THE NW 1/4 OF THE NE 1/4 OF SECTION 25, T. 3
N
.
,
R
.
1
W
.
,
B
.
M
.
,
C
I
T
Y
O
F
M
E
R
I
D
I
A
N
,
A
D
A
C
O
U
N
T
Y
,
I
D
A
H
O
,
MORE PARTICULARLY DESCRIBED AS FOLLOWS;COMMENCING AT A 5/8” REBAR, PLS 14221 MARKIN
G
T
H
E
N
1
/
4
C
O
R
N
E
R
O
F
S
E
C
T
I
O
N
S
2
5
;
THENCE SOUTH 89°22'15" EAST COINCIDENT WI
T
H
T
H
E
N
O
R
T
H
B
O
U
N
D
A
R
Y
L
I
N
E
O
F
S
A
I
D
S
E
C
T
I
O
N
2
5
,
A
DISTANCE OF 852.49 FEET TO A 5/8” REBAR, PLS
1
1
3
3
4
;
THENCE LEAVING SAID NORTH BOUNDARY LINE,
S
O
U
T
H
2
1
°
4
0
'
1
4
"
E
A
S
T
,
1
2
.
9
1
F
E
E
T
T
O
A
5
/
8
”
R
E
B
A
R
,
P
L
S
12458, MARKING A CURVE TO THE RIGHT;THENCE 248.25 FEET ALONG THE ARC OF SAID C
U
R
V
E
,
H
A
V
I
N
G
A
R
A
D
I
U
S
O
F
8
5
7
.
2
2
F
E
E
T
,
A
C
E
N
T
R
A
L
A
N
G
L
E
OF 16°35'34", SUBTENDED BY A CHORD BEARING
,
S
O
U
T
H
1
3
°
2
2
'
2
7
"
E
A
S
T
,
2
4
7
.
3
8
F
E
E
T
T
O
A
5
/
8
”
R
E
B
A
R
P
L
S
14221;THENCE SOUTH 05°04'40" EAST, 125.99 FEET TO
A
5
/
8
”
R
E
B
A
R
P
L
S
9
7
2
,
M
A
R
K
I
N
G
A
C
U
R
V
E
T
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T
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E
L
E
F
T
;
THENCE 3.03 FEET ALONG THE ARC OF SAID CUR
V
E
,
H
A
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F
3
0
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.
4
5
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,
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0°34'08", SUBTENDED BY A CHORD BEARING, SO
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5
°
2
1
'
4
4
"
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3
.
0
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A
5
/
8
”
R
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B
A
R
P
L
S
1
4
2
2
1
,
MARKING THE POINT OF BEGINNING;THENCE CONTINUING ALONG THE ARC OF SAID
C
U
R
V
E
9
6
.
0
9
F
E
E
T
,
H
A
V
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A
D
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S
3
0
5
.
4
5
F
E
E
T
,
A
C
E
N
T
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A
L
ANGLE OF 18°01'26”, SUBTENDED BY A CHORD B
E
A
R
I
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,
S
O
U
T
H
1
4
°
3
9
'
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1
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9
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.
6
9
F
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T
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A
5
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8
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R
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B
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R
PLS 972;THENCE SOUTH 23°40'14" EAST, 295.00 FEET TO
A
5
/
8
”
R
E
B
A
R
P
L
S
9
7
2
;
THENCE SOUTH 0°24'46" WEST, 240.00 FEET TO
A
5
/
8
”
R
E
B
A
R
P
L
S
9
7
2
;
THENCE SOUTH 30°59'42" EAST, 365.69 FEET TO
A
5
/
8
”
R
E
B
A
R
P
L
S
1
4
2
2
1
;
THENCE SOUTH 89°24'09" EAST, 55.00 FEET TO
A
5
/
8
”
R
E
B
A
R
P
L
S
1
4
2
2
1
;
THENCE SOUTH 0°24'46" WEST, 30.00 FEET TO A
5
/
8
”
R
E
B
A
R
,
P
L
S
1
4
2
2
1
,
M
A
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K
I
N
G
T
H
E
N
E
1
/
1
6
C
O
R
N
E
R
O
F
SECTION 25 AND THE NE CORNER OF BILTMORE
E
S
T
A
T
E
S
S
U
B
D
I
V
I
S
I
O
N
N
O
.
1
,
A
S
R
E
C
O
R
D
E
D
I
N
B
O
O
K
1
0
8
O
F
PLATS AT PAGE 15145, RECORDS OF ADA COUNT
Y
,
I
D
A
H
O
;
THENCE NORTH 89°24'09" WEST, COINCIDENT W
I
T
H
T
H
E
S
O
U
T
H
B
O
U
N
D
A
R
Y
L
I
N
E
O
F
T
H
E
N
W
1
/
4
O
F
T
H
E
N
E
1/4 WHICH IS COINCIDENT WITH THE NORTH BO
U
N
D
A
R
Y
L
I
N
E
O
F
S
A
I
D
B
I
L
T
M
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R
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E
S
T
A
T
E
S
S
U
B
D
I
V
I
S
I
O
N
N
O
.
1, A DISTANCE OF 523.99 FEET TO A 5/8” REBAR
P
L
S
1
4
2
2
1
,
M
A
R
K
I
N
G
T
H
E
S
E
C
O
R
N
E
R
O
F
K
E
N
T
U
C
K
Y
R
I
D
G
E
ESTATES SUBDIVISION, AS SHOWN ON FILE IN B
O
O
K
7
0
O
F
P
L
A
T
S
,
A
T
P
A
G
E
7
1
9
1
,
A
D
A
C
O
U
N
T
Y
R
E
C
O
R
D
S
;
THENCE NORTH 06°42'37" WEST, COINCIDENT W
I
T
H
T
H
E
E
A
S
T
E
R
L
Y
B
O
U
N
D
A
R
Y
L
I
N
E
O
F
S
A
I
D
K
E
N
T
U
C
K
Y
R
I
D
G
E
ESTATES SUBDIVISION, 773.94 FEET TO A 5/8” R
E
B
A
R
P
L
S
9
7
2
;
THENCE NORTH 78°25'54" WEST, COINCIDENT W
I
T
H
T
H
E
N
O
R
T
H
E
R
L
Y
B
O
U
N
D
A
R
Y
L
I
N
E
O
F
S
A
I
D
K
E
N
T
U
C
K
Y
RIDGE ESTATES SUBDIVISION, 63.90 FEET TO A
5
/
8
”
R
E
B
A
R
P
L
S
1
4
2
2
1
;
THENCE LEAVING SAID NORTH BOUNDARY LINE
O
F
K
E
N
T
U
C
K
Y
R
I
D
G
E
E
S
T
A
T
E
S
S
U
B
D
I
V
I
S
I
O
N
,
NORTH 0°34'22” EAST, 112.86 FEET TO A 5/8” RE
B
A
R
P
L
S
1
4
2
2
1
;
THENCE SOUTH 89°20'43” EAST, 144.35 FEET TO
A
5
/
8
”
R
E
B
A
R
P
L
S
1
4
2
2
1
;
THENCE NORTH 39°23'33” EAST, 64.50 FEET TO
A
5
/
8
”
R
E
B
A
R
P
L
S
1
4
2
2
1
;
THENCE SOUTH 89°22'15” EAST, 106.58 FEET TO
T
H
E
POINT OF
B
E
G
I
N
N
I
N
G
.
THE ABOVE DESCRIBED PARCEL CONTAINS 7.502
A
C
R
E
S
,
M
O
R
E
O
R
L
E
S
S
.
T
I
M
B
E
R
L
I
N
E
S
U
B
D
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S
I
O
N
N
O
.
1
H
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W
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a
n
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u
r
v
e
y
i
n
g
,
L
L
C
P:(20
8
)398-
8
1
0
4
S
O
H
A
D
I
,
T
T
E
M
M
E
F
:
(
2
0
8
)
3
9
8
-
8
1
0
5
B
O
O
K
_
_
_
_
,
P
A
G
E
_
_
_
_
_
.
F
A
X
(
2
0
8
)
3
9
8
-
8
1
0
5
2
0
3
0
S
.
W
A
S
H
I
N
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T
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.
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M
M
E
T
T
,
I
D
8
3
6
1
7
(
2
0
8
)
3
9
8
-
8
1
0
4
W
W
W
.
S
A
W
T
O
O
T
H
L
S
.
C
O
M
APPROVAL OF CITY ENGINE
E
R
APPROVAL OF ADA COUNTY
H
I
G
H
W
A
Y
D
I
S
T
R
I
C
T
HEALTH CERTIFICATESANITARY RESTRICTIONS AS REQUI
R
E
D
B
Y
I
D
A
H
O
C
O
D
E
,
T
I
T
L
E
5
0
,
C
H
A
P
T
E
R
1
3
,
H
A
V
E
B
E
E
N
S
A
T
I
S
F
I
E
D
ACCORDING TO THE LETTER TO BE
R
E
A
D
O
N
F
I
L
E
W
I
T
H
T
H
E
C
O
U
N
T
Y
R
E
C
O
R
D
E
R
O
R
H
I
S
A
G
E
N
T
L
I
S
T
I
N
G
THE CONDITIONS OF APPROVAL. SA
N
I
T
A
R
Y
R
E
S
T
R
I
C
T
I
O
N
S
M
A
Y
B
E
R
E
-
I
M
P
O
S
E
D
,
I
N
A
C
C
O
R
D
A
N
C
E
W
I
T
H
SECTION 50-1326, IDAHO CODE, BY T
H
E
I
S
S
U
A
N
C
E
O
F
A
C
E
R
T
I
F
I
C
A
T
E
O
F
D
I
S
A
P
P
R
O
V
A
L
.
DISTRICT HEALTH DEPARTMENT,
E
H
S
D
A
T
E
THE FOREGOING PLAT WAS ACCEPT
E
D
A
N
D
A
P
P
R
O
V
E
D
B
Y
T
H
E
B
O
A
R
D
O
F
A
D
A
C
O
U
N
T
Y
H
I
G
H
W
A
Y
D
I
S
T
R
I
C
T
COMMISSIONERS ON THE DAY OF
,
2
0
1
8
.
PRESIDENT, ADA COUNTY HIGHWAY
D
I
S
T
R
I
C
T
D
A
T
E
I, THE UNDERSIGNED, CITY ENGINEE
R
I
N
A
N
D
F
O
R
T
H
E
C
I
T
Y
O
F
M
E
R
I
D
I
A
N
,
A
D
A
C
O
U
N
T
Y
,
I
D
A
H
O
,
D
O
H
E
R
E
B
Y
APPROVE THIS PLAT.CITY ENGINEER
D
A
T
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I
,
T
H
E
U
N
D
E
R
S
I
G
N
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D
,
C
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C
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,
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2
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}
TIMBERLINE SUBDIVISION
PHASE 1 GRADING PLAN
Revisions
1
1
1
1
0
6
9
2
R
E
G
I
S
T
E
R
E
D
S
T
A
T
E
O
F
I
D
AHO
AGENCY REVIEW NOT FOR CONSTRUCTION
R
S
C
TIMBERLINE SUBDIVISION
PHASE 2 GRADING PLAN
Revisions
1
1
1
1
0
6
9
2
R
E
G
I
S
T
E
R
E
D
S
T
A
T
E
O
F
I
D
AHO
AGENCY REVIEW NOT FOR CONSTRUCTION
R
S
C