17-4531Z - signed full set 24x36 10-30-17 (1)BENCHMARK
DATUM UTILIZED
WAS NAVD88
SSM
EP EP EP
TOB
TOB
X
2598
2598
2598
2598
2596
2597
2
5
9
7
2597
2595
2595
259
0
258
6
2586
2590
2590
2586
25862586
2593
2587
258
6
258
6
2590
2594 2595
2596
259
5
2597
2594
2597
2
5
9
7
2
5
9
6
2588
G
ROWROW
ROW ROW ROW ROW ROW
ROW ROW
October 2017
PL
O
T
T
E
D
B
Y
:
CA
L
E
B
K
E
N
Y
O
N
DA
T
E
P
L
O
T
T
E
D
:
10
/
3
0
/
2
0
1
7
1
1
:
0
8
:
3
3
A
M
PA
T
H
:
A:
\
A
B
C
O
E
N
G
I
N
E
E
R
I
N
G
\
J
O
B
S
L
A
N
D
E
D
\
1
7
-
4
5
3
1
Z
-
-
A
A
A
V
A
C
U
U
M
A
N
D
S
E
W
I
N
G
(
J
O
S
E
P
H
B
U
C
H
I
N
S
K
I
Y
)
\
C
A
D
\
1
7
-
4
5
3
1
Z
-
0
2
-
G
-
0
0
1
.
D
W
G
SUN VALLEY
BOISE HAILEY
TWIN FALLS
POCATELLO
IDAHO
FALLS
LEWISTON
COEUR
D'ALENE
STATE OF IDAHO
PROJECT LOCATION
EAGLE
MERIDIAN
KUNA
STAR
GARDEN CITY
BOISE
VICINITY MAP
SHEET INDEX
SHEET NUMBER SHEET TITLE
G - GENERAL
G-001 TITLE PAGE
CS - CIVIL SITE
CS-101 SITE PLAN
CG - CIVIL GRADING AND DRAINAGE
CG-101 GRADING AND DRAINAGE PLAN
AAA VACUUM AND SEWING
412 E FAIRVIEW AVE
ADA COUNTY, IDAHO
17-4531Z
OCTOBER 2017
PROJECT
LOCATION
ADA
COUNTY
PROJECT BENCHMARK
FILE NUMBER:
SHEET NUMBER:
DESIGNED BY:
DATE
DE
S
C
R
I
P
T
I
O
N
DA
T
E
RE
V
I
S
I
O
N
S
BY
NO
.
DRAWN BY:
AB
C
O
EN
G
I
N
E
E
R
I
N
G
2101 Delta Drive
Nampa, Idaho 83687
Phone (208) 955-8126
41
2
E
.
F
A
I
R
V
I
E
W
A
V
E
C. KENYON
G-001
ME
R
I
D
I
A
N
,
I
D
A
H
O
TI
T
L
E
P
A
G
E
JO
S
E
P
H
B
U
C
H
I
N
S
K
I
Y
1 OF 3
AD
A
C
O
U
N
T
Y
AA
A
V
A
C
U
U
M
A
N
D
S
E
W
I
N
G
C. KENYON
17-4531Z
1
1
0
-
1
7
C
K
C
I
T
Y
C
O
M
M
E
N
T
S
SD
SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS
S
S
S
S
S
S
W W W W W W W W W W W W W W W W W W W W W W
W W W W W W W W W W
SSM
EP
EP
EP EP EP EP EP EP EP EP E
P
EP
E
P EP
TO
B
TOB
TOB
TOB
TOB
TO
B
TO
B
TOB
TOB
TOB
TOB
X
X
X
X
X
X
X
X
2598
2598
2598
2598
2596
2597
2
5
9
7
2597
2595
2595
259
0
258
6
2586
2590
2590
2586
25862586
2593
2587
258
6
258
6
2590
2594 2595
2596
259
5
2597
2594
O
P
O
P
OP OP OP OP OP
IRR IRR IRR IRR IRR IRR IRR IRR
IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR
2597
2
5
9
7
2
5
9
6
O
P
W
2588
OP
G
ROW ROW ROW ROW
ROW ROW ROW ROW ROW
ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW
S
5
1
°
1
0
'
2
1
"
E
7
8
.
5
7
'
S
1
°
2
2
'
5
6
"
E
5
6
.
5
4
'
N0°47'21"W
157.61'
S71°
3
0
'
2
1
"
E
1
1
9
.
2
4
'
S89°12'39"W 206.76'
N
2
7
°
0
1
'
0
1
"
W
7
5
.
7
7
'
W
W
S
S
S
S
S
S
S
S
S
S
S
S
ROW ROW ROW ROW ROW ROW ROW
NEW 20' CROSS
ACCESS EASEMENT
56.00'
25.00'
NEW 5' SIDEWALK PER ISPWC SD-709
(SCALE IN FEET)
1:20 (22x34 FULL SIZE)20 10 60200
SITE PLAN AND UTILITY PLAN
REMOVE EXTRUDED CURB TO
ACCOMMODATE ENTRANCE
AS NEEDED
50.00'
3.50'
0.53'
12.00'
NEW TRASH
ENCLOSURE
TIE SIDEWALK INTO
EXISTING RETAINING WALL
LOCATION OF SEWER AND
WATER SERVICE IS
APPROXIMATE, BASED ON
LOCATIONS OF CLEANOUT
AND WATER METER
TIE SIDEWALK INTO
EXISTING CURB
REMOVE PORTION OF CURB TO INSTALL SIDEWALK
NEW APPROACH PER ISPWC
STANDARDS*
23.00'
NEW BIKE RACK
RE-PAINT EXISTING
PARKING
9.00'
RE-PAINT EXISTING
PARKING
PAINT NEW
PARKING
NEW PARKING
BUMPER, TYP
6.19'
9.00'
19.00'
NEW PARKING BUMPER, TYP
53.60'
2.83'
NEW EXTRUDED CURB TO
BLOCK EAST ENTRANCE
NEW LANDSCAPE
BUFFER ALONG THE
SIDEWALK, 6' MIN
1.00'
NEW ACHD
RIGHT OF
WAY
SIDEWALK CULVERT @ 25' O.C.
INSTALL PER MFR
RECOMMENDATIONS
ADA ACCESS
1:12 MAX
TYP
*NEW APPROACH PER ISPWC STANDARDS
1.INSTALL EXPANSION JOINT AT TIP OF APPROACH WINGS AND
WHERE SIDEWALK CHANGES THICKNESS.
2.BASE TO BE A 4" THICKNESS OF 3
4" MINUS CRUSHED AGGREGATE
PER ISPWC SECTION-802.
3.APPROACH THROAT WIDTHS SET BY POLICY AND APPLICATION .
ALL CONCRETE TO BE 6" THICK FROM TIP OF WING TO TIP OF
WING UP TO THE EXPANSION JOINT.
October 2017
PL
O
T
T
E
D
B
Y
:
CA
L
E
B
K
E
N
Y
O
N
DA
T
E
P
L
O
T
T
E
D
:
10
/
3
0
/
2
0
1
7
1
1
:
0
8
:
5
0
A
M
PA
T
H
:
A:
\
A
B
C
O
E
N
G
I
N
E
E
R
I
N
G
\
J
O
B
S
L
A
N
D
E
D
\
1
7
-
4
5
3
1
Z
-
-
A
A
A
V
A
C
U
U
M
A
N
D
S
E
W
I
N
G
(
J
O
S
E
P
H
B
U
C
H
I
N
S
K
I
Y
)
\
C
A
D
\
1
7
-
4
5
3
1
Z
-
0
3
-
C
S
-
1
0
1
.
D
W
G
FILE NUMBER:
SHEET NUMBER:
DESIGNED BY:
DATE
DE
S
C
R
I
P
T
I
O
N
DA
T
E
RE
V
I
S
I
O
N
S
BY
NO
.
DRAWN BY:
AB
C
O
EN
G
I
N
E
E
R
I
N
G
16 12TH Ave. Ste. 112
Nampa, Idaho 83651
Phone (208) 955-8126
41
2
E
.
F
A
I
R
V
I
E
W
A
V
E
C. KENYON
CS-101
ME
R
I
D
I
A
N
,
I
D
A
H
O
SI
T
E
P
L
A
N
A
N
D
U
T
I
L
I
T
Y
P
L
A
N
JO
S
E
P
H
B
U
C
H
I
N
S
K
I
Y
2 OF 3
AD
A
C
O
U
N
T
Y
AA
A
V
A
C
U
U
M
A
N
D
S
E
W
I
N
G
C. KENYON
17-4531Z
1.THE TOPOGRAPHIC SURVEY WAS PERFORMED BY IDAHO
SURVEY GROUP, JANUARY 2017.
2.ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE
WITH THE 2012 ISPWC (IDAHO STANDARDS FOR PUBLIC WORKS
CONSTRUCTION).
3.THE CONTRACTOR SHALL CONSTRUCT ALL NEW FACILITIES
BOTH INSIDE AND OUTSIDE OF BUILDINGS TO MEET OR EXCEED
ADA STANDARDS.
4.THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND
ELEVATIONS ON SITE. THE CONTRACTOR SHALL FIELD VERIFY
ELEVATIONS OF EXISTING MATCH POINTS PRIOR TO
CONSTRUCTION. ANY CHANGES WHICH DEVIATE FROM THESE
PLANS MUST BE APPROVED PRIOR TO CONSTRUCTING.
5.ONLY APPROVED PLAN SETS SHALL BE USED BY THE PROJECT
CONTRACTOR AND SHALL BE KEPT ON SITE AT ALL TIMES.
6.THE CONTRACTOR IS RESPONSIBLE FOR ALL WORK
NECESSARY FOR FINAL ACCEPTANCE OF WORK FROM OWNER
OR ANY OTHER GOVERNING AGENCY INCLUDING BUT NOT
LIMITED TO AS-BUILT DRAWINGS, INSPECTIONS, TESTING
REPORTS, AND CERTIFICATIONS.
7.CONTRACTOR SHALL OBTAIN ALL APPLICABLE CONSTRUCTION
PERMITS. THE CONTRACTOR IS RESPONSIBLE FOR ANY
NECESSARY PERMITS AND FEES.
8.THE COST OF VARIOUS FENCE, GUARD RAIL, LANDSCAPING,
IRRIGATION SYSTEM, MAILBOX, SIGN, ETC. REMOVAL AND
REPLACEMENT SHALL BE CONSIDERED INCIDENTAL TO THE
COST OF THIS PROJECT.
9.ALL ASPHALT MATCH LINES FOR PAVEMENT REPAIR OR
REPLACEMENT SHALL BE PARALLEL TO THE CENTERLINE OF
THE STREET AND INCLUDE ANY AREA DAMAGED BY
EQUIPMENT DURING CONSTRUCTION.
10.THE CONTRACTOR SHALL PROVIDE OR MAINTAIN ALL EXISTING
DRAINAGE FACILITIES WITHIN THE CONSTRUCTION AREA UNTIL
THE DRAINAGE IMPROVEMENTS ARE IN PLACE AND
FUNCTIONING.
11.ALL CONTRACTORS WORKING WITHIN THE PROJECT
BOUNDARIES ARE RESPONSIBLE FOR COMPLIANCE WITH ALL
APPLICABLE SAFETY LAWS OF ANY JURISDICTIONAL BODY. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BARRICADES,
SAFETY DEVICES AND CONTROL OF TRAFFIC WITHIN AND
AROUND THE CONSTRUCTION AREA.
12.THE CROSS SLOPE OF ALL SIDEWALKS SHALL NOT EXCEED 2%
(1.75% IS TARGET).
GENERAL NOTES CALL BEFORE YOU DIG!
1.THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN
ARE APPROXIMATE LOCATIONS ONLY. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO INFORM ALL UTILITY
COMPANIES OF THE CONSTRUCTION SCHEDULE. THE
CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL
EXISTING UTILITIES BEFORE COMMENCING WORK. THE
CONTRACTOR IS RESPONSIBLE FOR ANY AND ALL DAMAGE
WHICH MAY OCCUR BY FAILURE TO EXACTLY LOCATE AND
PROTECT ALL UTILITIES.
2.CONTRACTOR SHALL CONTACT DIGLINE 48 HOURS PRIOR TO ANY
EARTH DISTURBING ACTIVITIES ON SITE, AND REQUEST LOCATE OF
UNDERGROUND UTILITIES.
*The 811 logo is a registered trademark of the CGA.
Know what's below.
before you dig.CallR
LEGEND
CENTER LINE
EDGE OF PAVEMENT
EDGE OF GRAVEL
FENCE LINE
GAS LINE
OVERHEAD POWER LINE
PROPERTY LINE
SECTION LINE
STORMDRAIN LINE
SEWER LINE
TELEPHONE LINE
WATER LINE
IRRIGATION LINE
CONCRETE
EP EP
EG EG
X X
GAS GAS
OP
SD SD
SS SS
TEL TEL
W W
IRR IRR
1
1
0
-
1
7
C
K
C
I
T
Y
C
O
M
M
E
N
T
S
SITE PLAN AND UTILITY PLANSITE PLAN AND UTILITY PLANSITE PLAN AND UTILITY PLANSITE PLAN AND UTILITY PLAN
SD
SD
E
P
E
P
EP EP EP
TO
B
TO
B
TOB
TOB
TOB
TOB
TOB
TOB
TOB
TO
B
TO
B
TOB
TO
B
TO
B
TOB
TOB
TOB
TOB
TOB
TOB
T
O
B
TOB
TOB
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
2596
2595
2595
259
0
258
6
2586
2590
2590
2586
25862586
2593
2587
258
6
258
6
2590
2594
2595
2596
259
5
2597
2594
2597
2
5
9
7
2
5
9
6
2588
G
ROW ROW R
ROW ROW
-
1
.
6
%
-
1
.
6
%
-
1
.
9
%
-1
.
8
%
-2.1%
-
2
6
.
0
%
-4
.
3
%
-
1
.
4
%
-3.4%
-
2
.
0
%
-
2
.
4
%
-2.8
%
-2
.
0
%
-7.
0
%
-2
.
5
%
-4.
1
%
-
3
.
3
%
-2
.
2
%
-
1
.
2
%
-
2
.
6
%
-1
.
4
%
-
1
1
.
5
%
-2.2%
-0.9%
-6.4%
-2.8
%
-1.7
%
-
1
1
.
5
%
-
1
3
.
7
%
-
6
.
0
%
-4
.
1
%
-2
.
4
%
-1.
4
%
-0
.
4
%
ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW
RIM 95.60
RIM 94.54
(SCALE IN FEET)
1:10 (22x34 FULL SIZE)10 5 30100
GRADING AND DRAINAGE PLAN
EX/TC 97.01
EX/TA 96.49
EX/TC 97.06
EX/TA 96.45
BENCH MARK
SET MAG NAIL IN PAVEMENT
NAVD `88 ELEV= 2595.91'
TC 96.15
EX/TA 96.15 TC 96.28
EX/TA 96.28
TC 96.21
EX/TA 96.21
TC 96.35
EX/TA 96.35
TC 96.78
EX/TA 96.36
TC 96.78
EX/TA 96.41
TC 96.70
EX/TA 96.24
TC 96.64
EX/TA 96.14
TC 96.81
EX/TA 96.31
EX/TC 97.04
EX/TA 96.63
EX/TC 97.20
EX/TC 97.39
EX/TC 97.14
EX/TA 96.73
1.0%
TC 96.36
EX/TA 96.36
TC 96.29
EX/TA 96.29
TC 96.86
EX/TA 96.48
TC 96.75
EX/TA 96.25
TC 96.43
EX/TA 96.43
TC 96.39
EX/TA 96.39
TC 96.85
EX/TA 96.35TC 96.90
EX/TA 96.48
TC 96.85
EX/TA 96.38
TC 96.78
EX/TA 96.30
SITE PLAN AND UTILITY PLANSITE PLAN AND UTILITY PLANSITE PLAN AND UTILITY PLANSITE PLAN AND UTILITY PLANSITE PLAN AND UTILITY PLANSITE PLAN AND UTILITY PLANSITE PLAN AND UTILITY PLANSITE PLAN AND UTILITY PLANSITE PLAN AND UTILITY PLANSITE PLAN AND UTILITY PLANSITE PLAN AND UTILITY PLANSITE PLAN AND UTILITY PLANSITE PLAN AND UTILITY PLANSITE PLAN AND UTILITY PLAN
October 2017
PL
O
T
T
E
D
B
Y
:
CA
L
E
B
K
E
N
Y
O
N
DA
T
E
P
L
O
T
T
E
D
:
10
/
3
0
/
2
0
1
7
1
1
:
0
9
:
1
2
A
M
PA
T
H
:
A:
\
A
B
C
O
E
N
G
I
N
E
E
R
I
N
G
\
J
O
B
S
L
A
N
D
E
D
\
1
7
-
4
5
3
1
Z
-
-
A
A
A
V
A
C
U
U
M
A
N
D
S
E
W
I
N
G
(
J
O
S
E
P
H
B
U
C
H
I
N
S
K
I
Y
)
\
C
A
D
\
1
7
-
4
5
3
1
Z
-
0
4
-
C
G
-
1
0
1
.
D
W
G
FILE NUMBER:
SHEET NUMBER:
DESIGNED BY:
DATE
DE
S
C
R
I
P
T
I
O
N
DA
T
E
RE
V
I
S
I
O
N
S
BY
NO
.
DRAWN BY:
AB
C
O
EN
G
I
N
E
E
R
I
N
G
16 12TH Ave. Ste. 112
Nampa, Idaho 83651
Phone (208) 955-8126
41
2
E
.
F
A
I
R
V
I
E
W
A
V
E
C. KENYON
CG-101
ME
R
I
D
I
A
N
,
I
D
A
H
O
GR
A
D
I
N
G
A
N
D
D
R
A
I
N
A
G
E
P
L
A
N
JO
S
E
P
H
B
U
C
H
I
N
S
K
I
Y
3 OF 3
AD
A
C
O
U
N
T
Y
AA
A
V
A
C
U
U
M
A
N
D
S
E
W
I
N
G
C. KENYON
17-4531Z
CALL BEFORE YOU DIG!
1.THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN
ARE APPROXIMATE LOCATIONS ONLY. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO INFORM ALL UTILITY
COMPANIES OF THE CONSTRUCTION SCHEDULE. THE
CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL
EXISTING UTILITIES BEFORE COMMENCING WORK. THE
CONTRACTOR IS RESPONSIBLE FOR ANY AND ALL DAMAGE
WHICH MAY OCCUR BY FAILURE TO EXACTLY LOCATE AND
PROTECT ALL UTILITIES.
2.CONTRACTOR SHALL CONTACT DIGLINE 48 HOURS PRIOR TO ANY
EARTH DISTURBING ACTIVITIES ON SITE, AND REQUEST LOCATE OF
UNDERGROUND UTILITIES.
*The 811 logo is a registered trademark of the CGA.
Know what's below.
before you dig.CallR
GRADE BREAK LINE
BENCH MARK BM
ELEVATION EL
EXISTING EX
FINISH GRADE FG
GRADE BREAK GB
INVERT INV
MATCH MA
RADIUS R
RIM OF FEATURE RIM
TOP OF CONCRETE TC
TOP OF PAVEMENT TA
WATER METER WM
LEGEND
NOTE: ELEVATIONS OF PLAN HAVE BEEN TRUNCATED. ADD 2500 FEET
TO ELEVATIONS SHOWN.
1
1
0
-
1
7
C
K
C
I
T
Y
C
O
M
M
E
N
T
S