HomeMy WebLinkAboutSite PlanX
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SDSD SD
SD
E
p
p
LESS &
EXCEPTING
PARCEL 1
SOUTHWEST CORNER OF SECTION 21,
TOWNSHIP 3 NORTH, RANGE 1 EAST,
BOISE MERIDIAN. (FOUND ROUND TOP
BRASS SET IN 2010, PER CPF&R ENT.111000681
BENCHMARK ELEV. 2695.47' (NAVD88)
AS-SURVEYED
DESCRIPTION POINT
OF BEGINNING
E. VICTORY RD.
(96.0' WIDE PAVED PUBLIC ROAD)
S.
E
A
G
L
E
R
D
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(9
6
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0
'
W
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48
.
0
0
'
48
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00
'
48.00'
BASIS OF BEARING: S 89°36'01" E 2657.24'
N
0
°
0
0
'
2
5
"
W
13
5
0
.
0
8
'
N
0
°
0
0
'
2
5
"
W
48
.
0
0
'
48
.
00
'
48.00'
S 89°36'01" E 186.22'
S
0
°
0
0
'
2
5
"
E
1
3
0
.
7
4
'
S 89°36'01" E 53.16'
N
0
°
0
0
'
2
5
"
W
2
6
3
.
6
0
'
227.73'
S 5°
3
2
'
34
"
W
58
.
1
9
'
S
0
°
0
0
'
2
5
"
E
1
3
1
.
1
6
'
N 89°59'35" E 245.00'
S
0
°
0
0
'
2
5
"
E
1
0
1
.
3
2
'
N 0°00'25" W 45.79'
G G
SHERGAR LANE
(PRIVATE)
IR
R
IRR
IRR
IRR
IRR
IRR
IRR
IRR IRR IRR IRR IRR IRR IRR IRR IRR
E ALTA HILLS LN
S
F
A
L
C
O
N
E
R
S
L
N
C
C
C
C
C
C
C
C
C
PROPOSED
BUILDING
5,995 SQ FT
FFE: 2689.00
LOT 1
EXISTING
STARBUCKS
TO REMAIN
25.00'
SETABACK
5.00'
5.00'
5.
0
0
'
5.
0
0
'
18.00'25.00' 18.00' 19.00'25.00'
18.00'
9.
0
0
'
TY
P
.
9.
0
0
'
TY
P.
9.
0
0
'
TY
P
.
9.
0
0
'
TY
P
.
9.
0
0
'
TY
P
.
9.
0
0
'
TY
P
.
18.00'
0.50'
12.66'
30
.
0
0
'
AC
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E
S
S
A
N
D
UT
I
L
I
T
Y
E
A
S
EM
E
N
T
30
.
0
0
'
AC
C
E
S
S
A
N
D
UT
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L
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T
Y
E
A
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E
M
E
N
T
12.
0
0
'
5.75'
18.
0
0'
9.
0
0
'
9.
0
0
'
9.
0
0
'
26.00'
ACCESS EASEMENT
26.00'
ACCESS EASEMENT
41.
0
0
'
EX
CAN
AL
EAS
EM
E
N
T
0.50'
12.66'
0.50'
12.66'
9.
0
0'
9.
0
0
'
16
.
8
6
'
R4.50
R4.50
R3.00
R1.5
0
R3 .00R
1
0.00
R3.0
0
R
3
.
0
0
R3 .0 0R3.
0
0
R6.00 R
6
.
0
0
R3.0
0
R
3
.
0
0
R 10.00
R3
.0
0
5.00'
5.
0
0
'
9.54'
5.
0
0
'
18.00'
8.
0
0
'
GENERAL NOTES:
ALL DIMENSIONS ARE TO THE FACE OF CURB, UNLESS OTHERWISE NOTED.
SEE ARCHITECTURAL SITE PLAN FOR ADDITIONAL INFORMATION.
SEE LANDSCAPE PLANS FOR IRRIGATION AND PLANTING.
ALL WORK TO COMPLY WITH GOVERNING AGENCY'S STANDARDS AND SPECIFICATIONS.
ALL IMPROVEMENTS MUST COMPLY WITH ADA STANDARDS AND RECOMMENDATIONS.
KEYED NOTES:
PROVIDE, INSTALL AND/OR CONSTRUCT THE FOLLOWING PER THE SPECIFICATIONS GIVEN OR
REFERENCED AND THE DETAILS NOTED AND AS SHOWN ON THE CONSTRUCTION DRAWINGS:
STANDARD DUTY ASPHALT PAVEMENT WITH GRANULAR BASE PER DETAIL 'D1', SHEET
C5.01.
CONCRETE PAVEMENT WITH GRANULAR BASE PER DETAIL 'C1', SHEET C5.01.
CONCRETE SIDEWALK, PER APWA PLAN NO. 231.
CONCRETE CURB WALL. SEE DETAIL 'C2', SHEET C5.01.
24" CONCRETE CURB AND GUTTER. SEE DETAIL 'D2', SHEET C5.01.
24" CONCRETE RELEASE CURB AND GUTTER. SEE DETAIL 'D3', SHEET C5.01.
INTEGRAL WALK AND CURB PER DETAIL 'B2' ON SHEET C5.01.
ADA RAMP WITH DETECTABLE WARNING SURFACE. SEE DETAIL 'D1', FOR RAMP DETAIL AND DETAIL
'B5' FOR DETECTABLE WARNING SURFACE DETAIL, BOTH ON SHEET C5.01.
ADA RAMP WITH DETECTABLE WARNING SURFACE. SEE DETAIL 'C1', FOR RAMP DETAIL AND DETAIL
'B5' FOR DETECTABLE WARNING SURFACE DETAIL, BOTH ON SHEET C5.01.
ADA PARKING SIGN. SEE DETAIL 'D6', SHEET C5.01.
VAN ACCESSIBLE ADA PARKING SIGN. SEE DETAIL 'D6', SHEET C5.01.
PAINTED ADA SYMBOL. SEE DETAIL 'D5', SHEET C5.01.
4" WIDE SOLID WHITE PARKING STALL STRIPE LINES.
4" WIDE SOLID WHITE PEDESTRIAN STRIPE LINES.
COLORED AND STAMPED CONCRETE PEDESTRIAN WALKWAY. COORDINATE WITH OWNER FOR
CONCRETE COLOR A STAMP PATTERN. CONCRETE PER DETAIL 'A1' ON SHEET C5.01.
CONCRETE WHEEL STOP. SEE DETAIL 'B6', SHEET C5.01.
(2) STALL BIKE RACK PER DETAIL ON SHEET C5.01.
DUMPSTER ENCLOSURE. SEE ARCHITECTURAL PLANS FOR DETAILS.
LOCATION OF IRRIGATION CONNECTION. SEE LANDSCAPE PLANS FOR CONNECTION TO EXISTING
IRRIGATION LINE.
ACCESSIBLE ROUTE WITH MAXIMUM 1:48 CROSS-SLOPE AND MAXIMUM 1:20
RUNNING-SLOPE.
1
2
3
4
5
8
9
10
11
12
13
14
15
16
17
18
DESCRIPTION AREA %
HARDSCAPE 23,896 SQFT 62%
LANDSCAPE 8,659 SQFT 22%
BUILDINGS 5,995 SQFT 16%
TOTAL 38,550 SQFT 100%
SCALE: 1" =
NORTH
20'
0 10' 20'40' 60'
PROJECT NO:
DRAWN BY:
CHECKED BY:
DATE:
RE
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RE
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S
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CIVIL
SITE PLAN
C1.01
21070
CCW
DJC
09-09-2024
31
2
4
S
O
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N
,
I
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S
W
1
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4
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1
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4
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1
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N
O
.
2
-
L
O
T
2
6
7
THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION,
PROTECTION, AND RESTORATION OF ALL BURIED OR ABOVE
GROUND UTILITIES, SHOWN OR NOT SHOWN ON THE PLANS.
NOTICE, CALL 811 BEFORE YOU DIG!
GOLD STREAM LLC
JAMES PETERSEN
197 WEST 4860 SOUTH
MURRAY, UT 84107
801-809-9663
JIM@GOLDSTREAM.US
DEVELOPER
DANIEL CANNING, PE
MCNEIL ENGINEERING
8610 S SANDY PARKWAY #200
SANDY, UT 84070
888-303-7700
DANIEL@MCNEILENG.COM
ENGINEER
REQUIRED PARKING: 1 PER 500 SF FLOOR AREA. 5995/500: 12 STALLS
TOTAL PROVIDED PARKING FOR GUESTS AND EMPLOYEES: 43 STALLS
(32) STANDARD 19' STALLS
(9) 18' COMPACT (C) STALLS
(1) VAN ACCESSIBLE ADA STALL
(1) STANDARD ADA STALL
(5) STALLS FOR LOT 3 USE
REQUIRED BICYCLE PARKING: 1 PER 25 PROPOSED. 48/25 = 2
BICYCLE PARKING PROVIDED: 2
PARKING CALCULATION TABLE
SITE AREA TABLE
SETBACKS
25' STREET BUFFER/ SETBACK ALONG S EAGLE RD
9 9 8
2
8
7
EXISTING ASPHALT DRIVE AISLE TO REMAIN
EX
I
S
T
I
N
G
A
S
P
H
A
L
T
D
R
I
V
E
A
I
S
L
E
T
O
R
E
MA
I
N
EX
I
S
T
I
N
G
A
S
P
H
A
L
T
D
R
I
V
E
A
I
S
L
E
T
O
R
E
MA
I
N
EXISTING ASPHALT
DRIVE AISLE TO REMAIN
LOT 3
EX CURB TO REMAIN
1
1
1
1
1
1
2
2
5
5
7
7
7
7
6
5 5
6
5
5
6
6
4
4
4
4
44
4
4
9
8
8
15
10
11
12
12
14
16
16
17
18
19
19
3
3
3
3 3 3
3
8
EXISTING
STREETLIGHT
TO REMAIN
EXISTING ASPHALT
DRIVE AISLE TO REMAIN
EXISTING ASPHALT
DRIVE AISLE TO REMAIN
12 TYP.
12TYP.
12 TYP.
12TYP.
PRO F E S S I O N A L EN
G
I
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E
R
L I C E N SE
D
S
T ATE OF I D A H OD
A
N
IEL C A N N I N G
P-21909
08/08/2024
NOT
FOR
CONSTRUCTION
5 STALLS
FOR LOT 3
LOT 2
SEE LANDSCAPE PLANS
SEE LANDSCAPE PLANS
SEE LANDSCAPE PLANS
3
3
3
09/26/24
A-2024-0101
PROJECT NO:
DRAWN BY:
CHECKED BY:
DATE:
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CIVIL
DETAILS
C5.01
21070
CCW
DJC
09-09-2024
31
2
4
S
O
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A
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ME
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S
W
1
/
4
O
F
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S
W
1
/
4
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S
2
1
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S
3
N
,
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1
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,
B
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S
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N
N
O
.
2
-
L
O
T
2
SCALE: N.T.S.
24" CURB & GUTTER
12
"
6"
2'-0"
6" 2"
NOTE:
CONST. JOINTS @ 10'-0" O.C.
EXPANSION JOINTS @ 50'-0" O.C.
6"
8"
BOTTOM OF
CONTRACTION JOINT
ROAD BASE
3/4" RAD.
2
"
6"
B3
SCALE: N.T.S.
24" RELEASE CURB & GUTTER
NOTE:
CONST. JOINTS @ 10'-0" O.C.
EXPANSION JOINTS @ 50'-0" O.C.
6" ROAD BASE
TIP GUTTER 1/2" AWAY FROM
CURB AS INDICATED BY
DRAINAGE PLAN
3/4" RAD.
2'-0"
6" 2"
12
"
6"
6
1
/
2
"
6"
1/
2
"
3"
6"
MAX. DEPTH OF JOINT
A3
WIDTH VARIES
SEE PLAN
1'
-
6
"
6"
5"
1
1
/
2
"
6"
8"
2%
NOTE:
CONST. JOINTS @ 10'-0" O.C.
EXPANSION JOINTS @ 50'-0" O.C.
ROAD BASE
1" RADIUS
#4 BAR CONT.
CONCRETE
#4 BAR CONT.
ASPHALT
1 2" RA D.
FINISH GRADE
SCALE: N.T.S.
INTEGRAL WALK & CURB
B2
6"
6"
1
1
/
2
"
1'
-
6
"
ROAD BASE
ASPHALT
(2) #4 BARS
FINISHED GRADE
1/2" RADIUS
SCALE: N.T.S.
CURB WALL DETAIL
6"
6"
NOTE:
CONST. JOINTS @ 10'-0" O.C.
EXPANSION JOINTS @ 50'-0" O.C.
1'
-
6
"
ROAD BASE
ASPHALT
(2) #4 BARS
CONCRETE
CONCRETE
SIDWALK
1/2" RADIUS
EXPANSION JOINT
ROAD BASE
CONCRETE
A2
*"
*"
MI
N
.
(STANDARD DUTY)
PARKING
AREAS
(HEAVY DUTY)
ROADWAY
AREAS
BASE COURSE
ASPHALT
NOTE:
REFER TO SOILS REPORT FOR PROJECT SECTION SOILS REPORT OVERIDES.
ROAD BASE
ASPHALT PAVEMENT,
(SEE SPECIFICATIONS)
SCALE: N.T.S.
ASPHALTIC PAVEMENT SECTION
SUBGRADE
B1
3"
8"
4"
8"
*"
MI
N
.
NOTE:
REFER TO SOILS REPORT FOR PROJECT SECTION SOILS REPORT OVERIDES.
*"
MI
N
.
STANDARD
CONCRETE
HEAVY
ROAD BASE
CONCRETE PAVEMENT.
SUBGRADE
ROAD BASE
SCALE: N.T.S.
CONCRETE PAVEMENT SECTION
A1
6"
5"
8"
6"
4"
P
A
R
K
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G
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P
E
4"
P
A
R
K
I
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G
S
T
R
I
P
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8'-0" MIN.5'-0" MIN. (STD)
8'-0" MIN (VAN)
18
'
-
0
"
(T
Y
P
I
C
A
L
)
4'-0" (STD)
5'-6" (VAN)
ADA SYMBOL (TYP)
SEE DETAIL
THIS SHEET
2'
-
0
"
ADA SIGN (TYP)
SEE DETAIL
THIS SHEET
4" WIDE PEDESTRIAN STRIPES
AT 45° ANGLE 2'-0" O.C.
(2 COATS)
SCALE: N.T.S.
ADA PARKING DETAIL
NOTE:
CROSS SLOPES WITHIN ADA PARKING STALLS AND
ACCESSIBLE ROUTES NOT TO EXCEED 1:48 SLOPE.
C2
4'
-
0
"
S
Q
U
A
R
E
PAINTED EMBLEM
ON ASPHALT PAVING
TYP. AT ALL ADA
PARKING STALLS PER CITY
REQUIREMENTS. (2 COATS)
NOTE:
SEE SPECIFICATIONS FOR PAINT
TYPE AND COLOR. (2 COATS)
SCALE: N.T.S.
PAINTED ADA SYMBOL
C3
LANDING IS PERPENDICULAR TO STREET
2% SLOPE 5.0% SL O PE
6"LANDING
48" MINIMUM
TRANSITION
36" MINIMUM
48" MIN
.
2
%
S
L
O
P
E
48" M
I
N
.
1:12
RAMP
1 :1 2RAM
P
1"
GUTTER
PAN
5.0% M
A
X
.
CR OSS SLOPE
GUTTER
T R ANSITI ON
GUTTER
TRANS
I
TI ON
TRUNCATED DOMES.
SEE DETAIL 'B5',
THIS SHEET.
LANDING AT
STREET LEVEL
CURB WALL
SCALE: N.T.S.
ADA ACCESSIBLE RAMP
C1
5'
-
0
"
M
I
N
.
(
6
'
-
8
"
M
I
N
.
W
H
E
N
S
I
G
N
IS
W
I
T
H
I
N
W
A
L
K
I
N
G
SU
R
F
A
C
E
)
2'
-
6
"
2'
-
0
"
1'-4"
RESERVED PARKING SIGN
PER MUTCD STANDARDS &
SPECIFICATIONS.
SEE MUTCD DETAIL R7-8.
VAN ACCESSIBLE SIGN
PER MUTCD STANDARDS &
SPECIFICATIONS.
SEE MUTCD DETAIL R7-8P.
(VAN STALLS ONLY)
SIGN POST
SLOPE CONCRETE AWAY FROM TUBE
CONCRETE FOOTING
FINISH GRADE
OR PAVING
SCALE: N.T.S.
ADA PARKING SIGN
4" MAX.
C4
CONCRETE PAVER OPTION DETAIL
A
6"
6"
NOTES:
1. PAVERS, FABRIC, SAND MATERIAL AND
INSTALLATION PER APWA SECTION 02783.
2. INSTALL 3 4" DRAIN HOLES AT LOW POINTS
1'-0" O.C. FILL WITH SAND.
3. ESTABLISH PAVER PATTERN TO ASSURE ALL
EDGE PAVERS ARE HALF PAVERS OR LARGER.
TILE OPTION DETAIL
6"
6"
NOTES:
1. MATERIAL: CONTRACTOR'S CHOICE WITH ENGINEER'S
APPROVAL. INSTALLATION SHALL BE IN ACCORDANCE
WITH MANUFACTURER'S RECOMMENDATIONS.
TYPE PANEL OPTION DETAIL
RIBBED POLYMER COMPOSITE
6"
6"
NOTES:
1. MATERIAL: CONTRACTOR'S CHOICE WITH ENGINEER'S
APPROVAL. INSTALLATION SHALL BE IN ACCORDANCE
WITH MANUFACTURER'S RECOMMENDATIONS.
2. TRIM PANEL AS REQUIRED TO MATCH REQUIRED
PATTERN.
50% TO 65% OF
BASE DIAMETER
TRUNCATED DOME DETAIL
PLAN
0.
2
"
BASE DIAMETER
0.9" TO 1.4"
SECTION
1.6" TO 2.4"
0.
6
5
"
M
I
N
.
0.
9
"
T
O
1
.
4
"
SCALE: N.T.S.
B
SCALE: N.T.S.
C
SCALE: N.T.S.
C
SCALE: N.T.S.
2-12"x4"x8" CONCRETE PAVERS
SEE NOTES 1 & 3
12" BEDDING SAND &
FILTER FABRIC
DRAIN HOLES
SEE NOTE 2
6" ROAD BASE
6" CONCRETE RAMP OR
LANDING.
PANEL
SEE NOTE
6" ROAD BASE
TILE
SEE NOTE
6" ROAD BASE
6" CONCRETE RAMP OR
LANDING.
6" CONCRETE RAMP OR
LANDING.
SCALE: N.T.S.
TRUNCATED DOMES DETAIL
B5
10'
MIN
WAL
K
4
8
"
M
I
NI
M
U
M
MAX
I
M
U
M
SLO
P
E
8.33
%
(1:1
2
)
FLARED
SIDES
MAXIMUM SLOPE
8.33% (1:12)
TRUNCATED DOMES. SEE DETAIL
'B5' THIS SHEET.
SCALE: N.T.S.
ADA ACCESSIBLE RAMP
D1
9"
6"
7 3/4"
4"
(2) #4 REINF. BARS PLACED
TOP AND BOTTOM
(CENTERED).
(2) 14" x 1/2" STEEL DRIVE
DOWN PINS.
CONCRETE 6'-0" LONG
ASPHALT
SCALE: N.T.S.
CONCRETE WHEEL STOP
B4
8"
8"
BRASS CLEANOUT PLUG W/
COUNTER SUNK HEAD
FINISH GRADE
20" SQUARE X 6" CONC. PAD -
TROWEL SMOOTH AND EDGE.
1/8 BEND
WASTE LINE LENGTH
TO SUIT.
DRAIN LINE
1/8 BEND IF CLEANOUT
OCCURS AT END OF LINE.
SCALE: N.T.S.
CLEANOUT DETAIL
D2
34
"
PRO F E S S I O N A L EN
G
I
N
E
E
R
L I C E N SE
D
S
T ATE OF I D A H OD
A
N
IEL C A N N I N G
P-21909
08/08/2024
NOT
FOR
CONSTRUCTION
09/26/24
A-2024-0101