HomeMy WebLinkAboutINFASTRUCTURE PLAN REVISIONS Rev. (3) 8-10-2022 - 22-00292 - Chad Erickson - New Commercial Bldg (2)cD
0
Ln
NOT
OI YA
O A51
TYf
O FOi
JO I
O4 PRc
A5
O00
GIT
O .4u i
UNE
O PAS
5Ef
O8 4"
TYf
LAjt
(I)
�a.
82 ,
SITE PLAN - LA*4(OUT
5'—ALE: I" = 10'-0"
EXISTING FIRE HYDRANT IS LOGATED APPROXIMATELY
40' DUE BAST FROM THIS POINT
X
W
0
CL
w
Q
H
U
W
H
H
U
w
Q
W
_
H
L�
O
H
Z
W
Z
0
U
Z
W
H
H
3
0
_
3
Q
W
A
0
z
V)
w
ra
0
z
3
ra
0
W
0
0
w
N
w
0
_
Q
z
z
Q
J
O
H
Z
0
U
A
z
Q
_
0
w
z
3
0
J
Q
F-
ED O
H
V)
Z
Q
H
W
a✓
F-
u U
W
F-
L) L
Q
W
_
H
A
z
Q
F-
m: _
LOIL
EmlPIr
w
U
W
H
O
(_
W
w
Q
0
Z
L)
V)
W
Q
A
z
Q
0
Z
H
3
Q
A
U
J
J
CL
w
Q
U
O
0
0
Q
3
BRENT A. McFARLAND AR -2561
STATE OF IDAHO
N
N
W�
O o
= N
X
Q
w
Of
Z
Co O
W N
Urn
Q �
a� ,
o
cn
st
I w
=>
w
Q0
44 p O
Z O
O Q
D] �
N (If
CONSULTANTS:
MECHANICAL ENGINEERING
ENGINEERED SYSTEMS ASSOC.
1355 East Center
Pocatello, Idaho 83204
(208) 233-0501
Fax (801) 233-0529
ELECTRICAL ENGINEERING
PAYNE ENGINEERING INC.
1823 E. Center St.
Pocatello, Idaho 83201
(208) 232-4439
Fax (208) 232-1435
Q
Z
O
■
I
W
U
Z
�
r h
CL
�
REVISION:
#1
6/14/22
00MMr=NT
DRAWN BY:
JOB NO:
R5M
889
CHECKED BY.
DATE:
'1"
OGT. '21
PLOT DATE: 8-10-22
DRAWING NO.
FILE: 889—SD1.I—SPO * SD1.1
OF
SITE PLAN — 67RAP I NCS
5'—ALE: I" = 10'-0"
EXISTING FIRE HYDRANT IS LOGATED APPROXIMATELY
40' DUE BAST FROM THIS POINT
X
W
0
CL
w
Q
U
W
H
H
U
Q
W
2
H
L�
O
H
Z
W
Z
0
U
Z
W
H
H
3
0
3
Q
W
A
0
z
V)
w
ra
vi
0
z
3
ra
0
w
0
D
A
w
N
0
Q
z
r
z
Q
J
O
H
Z
O
U
A
z
Q
H
2
0
W
z
3
0
J
Q
F-
ED O
H
V)
Z
Q
H
W
a✓
F-
u U
W
F-
L) L)
Q
W
2
H
A
z
Q
F-
m: 2
L7
IL
L)
W
A
W
H
U
W
H
O
(_
W
Q
Z
L7
V)
W
Q
A
z
Q
LO
Z
H
3
Q
A
U
J
J
CL
W
H
Q
H
U
O
0
0
Q
3
BRENT A. McFARLAND AR -2561
STATE OF IDAHO
N
N
W�
O o
= N
in
X
Q
� w
Z
Co O
W N
a'
Urn
Q �
a� ,
o
(n
0
I w
z >
w
Q 0
44 p O
Z O
O Q
D] �
N
CONSULTANTS:
MECHANICAL ENGINEERING
ENGINEERED SYSTEMS ASSOC.
1355 East Center
Pocatello, Idaho 83204
(208) 233-0501
Fax (801) 233-0529
ELECTRICAL ENGINEERING
PAYNE ENGINEERING INC.
1823 E. Center St.
Pocatello, Idaho 83201
(208) 232-4439
Fax (208) 232-1435
Q
Z
O
In
^
V
l�
V
W
U
Z
�
r h
CL
�
REVISION:
DRAWN BY:
JOB NO:
R5M
889
CHECKED BY.
DATE:
'1"
OGT. '21
PLOT DATE: 8-10-22
DRAWING NO.
FILE: 889—SD1.2—SPG * SD1.2
OF
LILJ
cD
0
0
L�
FIBER LINES TO BE RAN
AGGORDIN(5 TO GIN OF
REXBURG 5TANDARD5 5EE
DETAIL F/5D2.2
7 -
El
U
Q
Q
Q
FIBER LINES TO BE RAN
AGGORDIN(5 TO GIN OF
REXBURG 5TANDARD5 5E
DETAIL F/5D2.2
6" PIPE SLOPE � 1/4"
Y/rq&l Y, re/ei
-� 6" PIPE SLOPE � 1/4" /FT
I 1/L -1- LII\ WRI{L- - -1- -- III
SITE PLAN - UTILITIES
5'—ALE: I" = 10'-0"
STORM AREA #2
ROOF 10,800 SOFT
STORAGE NEEDED 1350 CUFT
STORMTECH SC -740 DOMES WITH
_ -- PTH 74.9
18 DOMES NEEDED AND 18 SHOW
6" PIP SLOPE- 11/47 /FT
SD SD SD SD SD SD SD S� SD SD SD SD SD SE
4" 55 LINE TIED TO SEWER 51UB IN
DATA\CDM
EXISTING FIRE HYDRANT IS LOGATED APPROXIMATELY
40' DUE BAST FROM THIS POINT
X
A
w
as
0
CL
W
Q
H
U
W
H
H
U
w
Q
W
2
H
L�
O
H
Z
W
Z
0
U
Z
W
H
H
3
0
3
Q
W
A
0
z
V)
w
ra
vi
0
z
3
ra
0
w
0
A
w
N
w
0
Q
z
r
z
Q
J
O
H
Z
O
U
A
z
Q
H
0
w
z
3
0
J
Q
F-
ED O
H
V)
Z
Q
H
W
a✓
F-
u U
W
F-
L) L)
Q
W
2
H
A
z
Q
F-
m: 2
L7
IL
Eml
L)
W
PI
w
U
W
H
O
a_
w
w
Q
0
z
0
V)
w
Q
A
z
Q
0
z
3
Q
A
U
J
J
CL
W
H
Q
H
U
O
0
0
Q
3
BRENT A. McFARLAND AR -2561
STATE OF IDAHO
F,
N
N
W� Co
O o
= N
in
X
Q
� w
Z rn
X O
w N
I
rn
Q �
V
o
® (n
I w
w L)
z >
w
m O
Z U
O Q
D] �
N
CONSULTANTS:
MECHANICAL ENGINEERING
ENGINEERED SYSTEMS ASSOC.
1355 East Center
Pocatello, Idaho 83204
(208) 233-0501
Fax (801) 233-0529
ELECTRICAL ENGINEERING
PAYNE ENGINEERING INC.
1823 E. Center St.
Pocatello, Idaho 83201
(208) 232-4439
Fax (208) 232-1435
Q
Z
O
A
�
■
■
I
w
U
VI
�
o
REVISION:
DRAWN BY:
JOB NO:
R5M
889
CHECKED BY.
DATE:
'1"
OGT. '21
PLOT DATE: 8-10-22
DRAWING NO.
FILE: 889—SD1.3—SPU * SD1.3
OF
(5 REQ'D)
(3) GI l G3
PIPE 2'-6„
REBAR (PER INLET BOX)
C1 5 EA. #4
C2 2 EA. #4
C3 4 EA. #4
61. 2L -OIL roll
SECTION AI
FINISH GRADE CURB PAVING
PROFILE
VARIES SLOPE
(3) GI
=_ o ROAD BASE SEE
DETAIL E/5D2.2
` CONCRETE CURB
2 1 0
3 (2) GI
�t PIPE
SL�fl
PROVIDE 12" DEEP
(BELOW INVERT ELEV)
SEDIMENT DEBRIS
TRAP
SLGTION BI
D E TA I L INLET BOX A
SCALE: 1/2" = P -O" SD2.
b
8000.8^ °.8ao.8°moo°e°°°O
WEST
ELEVATION SEE PLAN
INVERT
�o-'°�o�ao°�0 ;°°•go,•o0g 000.8`:0
STORMTEGH 5G-740
CHAMBER OR EQUAL
PL.AN VIRA
INLET BOX NOTES:
PIPES CONNECTED TO INLET BOXES OR CATCH BA51N
SHALL HAVE A BELL 4 SPIGOT JOINT LOCATED
WITHIN 24" FROM OUTSIDE WALL OF STRUCTURE AND
THAT PORTION SHALL BE SUPPORTED WITH
CONCRETE UP TO, BUT NOT INCLUDING, THE JOINT.
ALL (EXPOSED) SURFACES TO BE GROUTED, SHALL
FIRST BE COATED WITH AN EPDXY BONDING AGENT.
JOINTS, ETC., THAT MUST BE GROUTED, SHALL BE
"DRY PACKED" WITH A NON-5HRINKIN6 TYPE
GROUT SUCH AS THORITE (STANDARD DRY WALL
PRODUCTS ING) OR EQUIVALENT.
INLET BOX TYPE 'R' (D=1'-6" MIN.) OR TYPE
MAX.) MAY BE PRE CAST OR
POURED IN PLACE. 'D' TO BE DETERMINED
IN THE FIELD.
TIE INLET BOX REBAR TO REBAR IN CURB If
GUTTER AS SHOWN, (LAPPING OF REBAR
SHALL BE 10" MIN).
POUR CURB It SUTTER TO A MINIMUM OF 3"
BELOW TOP OF GONE.
ASPHALT PAVEMENT CONSTRUCTION: 3" MIN.
ASPHALT PAVEMENT OVER 6" MIN. COMPACTED
GRANULAR BASE OVER 12" ROAD BASE
REBAR G3 BENT IN FIELD 4 WIRED TO LOWER
REBAR GI (2 GI's IN GUTTER, I GI IN GURB)
HORIZONTAL AND VERTICAL DIMENSIONS WILL
VARY WITH EACH BOX.
REBAR G2 OF ADEQUATE LENGTH TO BE WIRED TO
REBAR GI THE CURB.
REBAR G2 4 G3 IMBED IN BOX A MINIMUM OF 10 INCHES.
MAINTAIN SPAGING FOR GI REBAR WITH RI61D
WIRE OR ADDITIONAL #4 REBAR AT ENDS.
ASPHALT PAV I N6
&6%'--?
6° 6 (
.8 3 oe �so0 0 .8 0°°.8 � 0 •
0 0
Igo=o pgoo o°moo
o � o
5TORMTEGH SG -740
CHAMBER OR EQUAL n
I' -O" 4'-3" �6" 4'-3" I' -O"
SETA I L DRAIN FIELD
SCALE: 1/2" = 1'-0
" SD2.
MOUND TOP WITH
GRADE
NOTE: 6" DIA. STD PIPE FILLED
CONCRETE
"�
WITH CONCRETE OUTSIDE VEST 101
OR EQUIVALENT
JOINT
NOTE: ALL PIPE BOLLARDS TO BE 4" DIA.
TRENCH
CD
DoDo
SHELF
STD PIPE UNLESS NOTED OTHERWISE SEE
HANDHOLE WITH LARGE RADIUS BENDS
In
In
SHEET A101
.fl
AND TRACE
6" DIA. 5GHED.
m
40 PIPE FILLED
a Ln
M
U
- 00
CD
WITH CONCRETE,
0
I
ll
W
W U
w >
W/ PLASTIC
a :2
� O
Z U
C)
COVER, RED
CO �
N
Lf)
GONG. WALK BY
OTHERS
CONSULTANTS:
MECHANICAL ENGINEERING
ENGINEERED SYSTEMS ASSOC.
6" MIN. CONCRETE
3'-6"
6"
4'-6"
COVER
O
ELECTRICAL ENGINEERING
PAYNE ENGINEERING INC.
1823 E. Center St.
m
Pocatello, Idaho 83201
(208) 232-4439
NOTE: PLACE
CENTER OF
O
BOLLARD 12"
FROM WALL FACE
A
I/4"x5"x5" PLATE
SHOP WELDED
DIA
TO BOTTOM OF
PIPE
I;�ETA I L
CONCRETE BOLLARD S
SCALE: I/2" = I' -O"
SD2.
0
I
GRID LINES FOR
REFERENCE ONLY
10
GRADE
HANDHOLE LOCATION
TYPICAL 14• X 1Y X i2- CARSON HCPE, OR
"�
24• X W X24- T22 DURALITE HANDHOLE.
OR EQUIVALENT
JOINT
I;
N
N
TRENCH
CD
DoDo
SHELF
4• GRAVEL FILL AT NANDHOLE BASE
HANDHOLE WITH LARGE RADIUS BENDS
In
In
GROUND ROD - ALL SPLICING
LOCATION5-GROUND FOSC
AND TRACE
TYPICAL HANDHOLE INSTALL
C!!5= W N
a Ln
M
U
- 00
CD
0
I
ll
W
W U
w >
I
a :2
� O
Z U
C)
CO �
N
Lf)
CONSULTANTS:
MECHANICAL ENGINEERING
ENGINEERED SYSTEMS ASSOC.
6"
3'-6"
6"
4'-6"
1: ETA I L H.G. MARKING
SCALE: 1/2" = P -O" SD2.1
6" GRANULAR BASE
12" ENGINEERED FILL
MIN.
3/4" - 2" GLEAN,
EAST CRUSHED, ANGULAR
STONE
AASHTO M288 GLASS
2 NON -WOVEN
6EOTEXTILE FABRIC
SEE PLAN ELEVATION
INVERT
1z
m
Ei
N
SETA I L
SCALE: N.T.S.
FOAM BACKER ROD
TOOLED EDGES
SEALANT
FREE DRAINING
- GRAVEL
COMPACTED
EARTH
1/2" FIBERBOARD
- HOLD DOWN TYPICAL AT
BELOW SURFACE 50'-0" O/G
OFWALK 1/2" MIN.
= ETA I L EXPANSION JOINT G
SCALE: 1/2" = 1'-O" SD2.
TOOLED JOINT
p 1/4" RADIUS
1/3 THE TOTAL DEPTH
�t OF CONCRETE
MAXIMUM P15TANGE
BETWEEN 10'-0" O.G.
E TA I L CONTROL JOINT ]�
SCALE: 1/2"
NOTE:
I. SIGNAGE TYPES ARE DENOTED ON SITE
PLAN, SHEET SDI.I.
2. FABRIGATE ALL 516N PANELS OF 1690.
ALUM.
3. POST MOUNT: USE NON-GORRO51 VE 3/8"
MACHINE BOLTS W/ WASHERS, 2 PER SIGN.
4. 516NA6E TO BE GREEN LETTERS ON WHITE
13AGK6ROUND.
SITE 51 GNIAGr=-
N.T.S. 1/2"=1'-011 502.1
HANDI GAPPED
AGGE551 BLE
PARKING 516N.
SEE H/502.1
NOTE: FA5TEN
516N TO 516NA6E POST
WITH (3) STAINLESS STEEL
SELF TAPPING 5GREW5.
VAN AGGE551BLE
SIGN IN STALLS
50 INDIGATED
ON SITE PLAN
1-3/4" x 1-3/4"
x 0.105 PERFORATED
SQUARE GALVANIZED
STEEL TUBING
GONGRETE
APRON
2" x 2" x 0.105 PERFORATED
SQUARE GALVANIZED STEEL
TUBING SLEEVE SET
IN CONCRETE BASE
8" LONG ANCHOR
BARS EACH WAY
THROUGH TUBING
SLEEVE
ACCESSIBLE PARKING SIGNS
(TRAFFIC SIGNAGE)
HANDI GAP SIGN SEE
DETAIL M/502.1
CONCRETE
CURB
HANDI GAP 516N SEE
DETAIL M/SD2.1
SLOPE 1:20 MAX
HANDI GAP PAINTED SYMBOL
SEE DETAIL 6/5D2.1
CONCRETE
WALK SEE PLAN
SLOPE 1:20 MAX
GON AND ASPHALT TO
BE FLUSH TTING EDGES
OF RAMP.
AC -0 -PARKIN ITY
L/
PARKING
SCALE: 1/I6" = 1'-0" SD2.1
TRENCH PATHWAY TO-...:ifi'-
GRADE
HANDHOLE LOCATION
TYPICAL 14• X 1Y X i2- CARSON HCPE, OR
"�
24• X W X24- T22 DURALITE HANDHOLE.
OR EQUIVALENT
JOINT
I;
N
N
TRENCH
CD
DoDo
SHELF
4• GRAVEL FILL AT NANDHOLE BASE
FIELD BEND
CONDUIT FOR
HANDHOLE
ENTRY
4 WAY
CONDUIT OR
AS SPECIFIED
NOT TO SCALE
PAINT SURFACE OF
ASPHALT W/ D I AGONAL
STRIPING 4" WIDE AS
INDICATED ON SITE PLAN
ETA I L
JOINT UTILITY
4 -WAY...
CONDUIT OR
AS SPECIFIED
FIELD BEND
CONDUIT FOR
HANDHOLE
ENTRY
NOTE:
INSTALLATION CONTRACTOR TO FOLLOW
MANUFACTURE'S SPECIFICATIONS FOR
CONDUIT AND HANDHOLE INSTALLATION.
SEE MANUFACTURERS SPECIFICATIONS
FOR MINIMUM CONDUIT BENDING
RAD,
US.
YS
STAINLESS FIBER
NAME
HE%BOLT NAMEPLATE
® rOR? m m m m
STAT ESS
REX BOLT
TYPICAL LID DETAILS
• Trouu
HANDHOLE ASSEMBLY
SIZES (BOX AND COVER)
I7�TA I L FIBER OPTIC
REXBURG STANDARD �G
SCALE: 1/2" = 1'-0" SD2.1
GRADE
BRENT A. McFARLAND AR -2561
TYPICAL 14• X 1Y X i2- CARSON HCPE, OR
"�
24• X W X24- T22 DURALITE HANDHOLE.
OR EQUIVALENT
4 -WAY 10MMH4MM TRACEABLE
I;
N
N
DURA-UNEFUTUREPATHOREQUNALENT -
CD
DoDo
FOR STANDARD CONDUIT STM INTO --
4• GRAVEL FILL AT NANDHOLE BASE
HANDHOLE WITH LARGE RADIUS BENDS
In
In
GROUND ROD - ALL SPLICING
LOCATION5-GROUND FOSC
AND TRACE
TYPICAL HANDHOLE INSTALL
C!!5= W N
NOT TO SCALE
PAINT SURFACE OF
ASPHALT W/ D I AGONAL
STRIPING 4" WIDE AS
INDICATED ON SITE PLAN
ETA I L
JOINT UTILITY
4 -WAY...
CONDUIT OR
AS SPECIFIED
FIELD BEND
CONDUIT FOR
HANDHOLE
ENTRY
NOTE:
INSTALLATION CONTRACTOR TO FOLLOW
MANUFACTURE'S SPECIFICATIONS FOR
CONDUIT AND HANDHOLE INSTALLATION.
SEE MANUFACTURERS SPECIFICATIONS
FOR MINIMUM CONDUIT BENDING
RAD,
US.
YS
STAINLESS FIBER
NAME
HE%BOLT NAMEPLATE
® rOR? m m m m
STAT ESS
REX BOLT
TYPICAL LID DETAILS
• Trouu
HANDHOLE ASSEMBLY
SIZES (BOX AND COVER)
I7�TA I L FIBER OPTIC
REXBURG STANDARD �G
SCALE: 1/2" = 1'-0" SD2.1
BRENT A. McFARLAND AR -2561
STATE OF IDAHO
"�
I;
N
N
NOT TO SCALE
PAINT SURFACE OF
ASPHALT W/ D I AGONAL
STRIPING 4" WIDE AS
INDICATED ON SITE PLAN
ETA I L
JOINT UTILITY
4 -WAY...
CONDUIT OR
AS SPECIFIED
FIELD BEND
CONDUIT FOR
HANDHOLE
ENTRY
NOTE:
INSTALLATION CONTRACTOR TO FOLLOW
MANUFACTURE'S SPECIFICATIONS FOR
CONDUIT AND HANDHOLE INSTALLATION.
SEE MANUFACTURERS SPECIFICATIONS
FOR MINIMUM CONDUIT BENDING
RAD,
US.
YS
STAINLESS FIBER
NAME
HE%BOLT NAMEPLATE
® rOR? m m m m
STAT ESS
REX BOLT
TYPICAL LID DETAILS
• Trouu
HANDHOLE ASSEMBLY
SIZES (BOX AND COVER)
I7�TA I L FIBER OPTIC
REXBURG STANDARD �G
SCALE: 1/2" = 1'-0" SD2.1
BRENT A. McFARLAND AR -2561
STATE OF IDAHO
I;
N
N
CD
DoDo
rn7
w
O o
In
In
x
<�
m o
C!!5= W N
a Ln
M
U
- 00
CD
cn
st
O
ll
W
W U
w >
a :2
� O
Z U
C)
CO �
N
Lf)
CONSULTANTS:
MECHANICAL ENGINEERING
ENGINEERED SYSTEMS ASSOC.
1355 East Center
Pocatello, Idaho 83204
(208) 233-0501
Fax (801) 233-0529
ELECTRICAL ENGINEERING
PAYNE ENGINEERING INC.
1823 E. Center St.
Pocatello, Idaho 83201
(208) 232-4439
Fax (208) 232-1435
O
A
f�fn
VI
O
,n
Z
Q
I
Z
w
��p
X
~
U
Z
LLJ
o
3
¢
�
o
REVISION:
DRAWN BY:
JOB N0:
RSM
889
CHECKED BY:
DATE:
JRW
OGT.
'21
PLOT DATE: 8-10-22
DRAWING N0.
FILE: 889-SD2.I-SPD * SD2.1
52.1
OF