HomeMy WebLinkAboutINFRASTRUCTURE UTILITY PLAN - 22-00292 - Chad Erickson - New Commercial BldgCHAD ERIKSON
- NEW BUILDING
REXBURG,
IDAHO
VICINITY MAP
PROJECT SITE
REXBURG BUINESS PARK PH2 BLK 2 LOT 3
REXBURG, IDAHO
GENERAL NOTES
1. ALL CONSTRUCTION TO BE TO CURRENT ADOPTED CODES AND REGULATION
OF REXBURG.
2. PROVIDE BARRIERS, FLAGMEN, FLASHERS, ETC. FOR PROTECTION OF THE
PUBLIC DURING CONSTRUCTION.
3. PRIOR TO ANY EXCAVATION, CONTRACTOR TO VERIFY AND LOCATE ALL
UNDER GROUND UTILITIES.
4. PROVIDE FIRE BLOCKING IN STUD WALLS PER IBC SECTION 716.2. BOTH
VERTICALLY AND HORIZONTALLY AND AT CEILING INTERSECTIONS.
6. ALL PROJECT CONSTRUCTION TO MEET CURRENT IBC REQUIRIMENTS,
INCLUDING DOOR HARDWARE, CLEARANCES, AND OTHER REQUIREMENTS.
7. DO NOT SCALE DRAWINGS.
8. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF SUBCONTRACTORS
AND WORK.
DRAWING INDEX
DRAWING
No.
GENERAL
STATE 0 IDAHO
G1.1
COVER SHEET & INDEX TO DRAWINGS
O
SITE DEVELOPMENT
Fz
(V
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SD1.1
O
SD1.2
SITE PLAN — GRADING
o�
IT
SD1.3
SITE PLAN — UTILITIES
SD2.1
SITE PLAN — DETAILS
W N
SD2.2
�1 PRORT AVE
6
N
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ARCHITECTURAL
m a�
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A1.1
FLOOR PLAN
N
N
DIVIDEND DR. Qe�
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EXTERIOR ELEVATIONS
O] �
A3.1
BUILDING SECTIONS
A4.1
3
STRUCTURAL
CONSULTANTS:
i
O
SEE SUPPLEMENTAL DRAWINGS
ENGINEERED SYSTEMS ASSOC.
1355 East Center
33 REXBURG
Pocatello, Idaho 83204
(208) 233-0501
y1P
NORTN
Fax (801) 233-0529
ELECTRICAL ENGINEERING
PAYNE ENGINEERING INC.
1823 E. Center St.
GENERAL NOTES
1. ALL CONSTRUCTION TO BE TO CURRENT ADOPTED CODES AND REGULATION
OF REXBURG.
2. PROVIDE BARRIERS, FLAGMEN, FLASHERS, ETC. FOR PROTECTION OF THE
PUBLIC DURING CONSTRUCTION.
3. PRIOR TO ANY EXCAVATION, CONTRACTOR TO VERIFY AND LOCATE ALL
UNDER GROUND UTILITIES.
4. PROVIDE FIRE BLOCKING IN STUD WALLS PER IBC SECTION 716.2. BOTH
VERTICALLY AND HORIZONTALLY AND AT CEILING INTERSECTIONS.
6. ALL PROJECT CONSTRUCTION TO MEET CURRENT IBC REQUIRIMENTS,
INCLUDING DOOR HARDWARE, CLEARANCES, AND OTHER REQUIREMENTS.
7. DO NOT SCALE DRAWINGS.
8. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF SUBCONTRACTORS
AND WORK.
DRAWING INDEX
DRAWING
No.
GENERAL
STATE 0 IDAHO
G1.1
COVER SHEET & INDEX TO DRAWINGS
SITE DEVELOPMENT
Fz
(V
gyp] N
SD1.1
SITE PLAN — LAYOUT
SD1.2
SITE PLAN — GRADING
Q
SD1.3
SITE PLAN — UTILITIES
SD2.1
SITE PLAN — DETAILS
W N
SD2.2
SITE PLAN — DETAILS
N
0C:)
ARCHITECTURAL
I w
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FLOOR PLAN
A2.1
EXTERIOR ELEVATIONS
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A3.1
BUILDING SECTIONS
A4.1
DOOR AND WINDOW SCHEDULE
STRUCTURAL
CONSULTANTS:
SEE SUPPLEMENTAL DRAWINGS
ENGINEERED SYSTEMS ASSOC.
BRENT A. McFARLAND AR -2561
STATE 0 IDAHO
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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
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DRAWN BY:
JOB NO:
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CHECKED BY:
DATE:
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OGT. '21
PLOT DATE: 4-28-22
DRAWING NO.
FILE: 889—G1.1—CS * G1.1
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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
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REVISION:
DRAWN BY:
JOB NO:
R5M
889
CHECKED BY.
DATE:
JRA
OCT. '21
PLOT DATE: 4-28-22
DRAWING NO.
FILE: 889—SD1.2—SPG * SD1.2
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EXISTING SIRE HYDRANT IS LOCATED APPROXIMATELY
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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
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REVISION:
DRAWN BY:
JOB NO:
R5M
889
CHECKED BY.
DATE:
JRA
OCT. '21
PLOT DATE: 4-28-22
DRAWING NO.
FILE: 889—SD1.3—SPU * SD1.3
OF m
(5 REO V)
(3) GI
a
PIPE
G3
b" 2'-O" b"
SECTION AI
FINISH GRADE CURB PAVING
PROFILE
VARIES SLOPE
(3) GI
-- o ROAD BASE SEE
DETAIL E/502.2
GONGRETE CURB
2 ` C3 I (2) GI
�o
�Y PIPE
SLP
b" 1'-2" b"
SECTION BI
PROVIDE 12" DEEP
(BELOW INVERT ELEV.)
SEDIMENT DEBRIS
TRAP
DETAIL INLET BOX
SCALE: 1/2" = P -O" SD2.
• o P. A O°o O° ° O.
.oe$o °ge;op8.
.
�OzrYT• '• q /J o•�
WEST
Som .
o
(V
STORMTEGH SG -740 a�9,
GHAM13ER OR EQUAL
ELEVATION SEE PLAN
INVERT
PLAN VIEW
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 INGLUDING, THE JOINT.
ALL (EXPOSED) SURFAGE5 TO BE GROUTED, SHALL
FIRST BE COATED WITH AN EPDXY BONDIN6 AGENT.
JOINTS, ETC., THAT MUST BE GROUTED, SHALL BE
"DRY PACKED" WITH A NON -SHRINKING TYPE
GROUT SUCH AS THORITE (STANDARD DRY WALL
PRODUCTS ING) OR EQUIVALENT.
INLET BOX TYPE 'R' (D=P -b" MIN) OR TYPE
'50=1'-b" MAX) MAY BE PRE GA5T OR
POURED IN PLACE. 'D' TO BE DETERMINED
IN THE FIELD.
TIE INLET BOX REBAR TO REBAR IN CURB 4
&UTTER AS SHOWN, (LAPPING OF REBAR
SHALL BE 10" MIN).
POUR CURB t GUTTER TO A MINIMUM OF 3"
BELOW TOP OF GONE.
ASPHALT PAVEMENT GON5TRUCTION: 3" MIN.
ASPHALT PAVEMENT OVER b" 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 CURB)
HORIZONTAL AND VERTICAL DIMENSIONS WILL
VARY WITH EACH BOX.
REBAR G2 OF ADEQUATE LENGTH TO BE WIRED TO
REBAR GI THE CURB.
REBAR 02 4 G3 IMBED IN BOX A MINIMUM OF 10 INCHES.
MAINTAIN 5PAGING FOR GI REBAR WITH RIGID
WIRE OR ADDITIONAL #4 REBAR AT ENDS.
ASPHALT PAVING
�'s.T • .W
111
�a
5TORMTEGH SG --740 8fl
CHAMBER OR EQUAL n
=SETA I L DRAIN FIELD
SCALE: 1/2" = 1'—O" SD2.
MOUND TOP WITH NOTE: 6" DIA. STD PIPE FILLED
CONCRETE WITH CONCRETE OUTSIDE VEST 101
NOTE: ALL PIPE BOLLARDS TO BE 4" DIA.
STD PIPE UNLESS NOTED OTHERWISE SEE
SHEET A101
.fl b" DIA. 5GHED.
m 40 PIPE FILLED
WITH CONCRETE,
W/ PLASTIG
COVER, RED
GONG. WALK BY
OTHERS
b" MIN. CONCRETE
GOVER
O
m NOTE: PLACE
CENTER OF
BOLLARD 12"
FROM WALL FACE
I/4"x5"x5" PLATE
SHOP WELDED
DIA TO BOTTOM OF
PIPE
i�ETA I L CONCRETE BOLLARD S
5GALE: 1/2" = I' -O" SDS.
0
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GRID LINES FOR
REFERENCE ONLY
1z
BRENT A. McFARLAND AR -2561
STATE OF IDAHO
2'-6"
1'-6'
REBAR OPER INLET BOX)
C1
5 EA. #4
C2
2 EA. #4
C3
4 EA. #4
FINISH GRADE CURB PAVING
PROFILE
VARIES SLOPE
(3) GI
-- o ROAD BASE SEE
DETAIL E/502.2
GONGRETE CURB
2 ` C3 I (2) GI
�o
�Y PIPE
SLP
b" 1'-2" b"
SECTION BI
PROVIDE 12" DEEP
(BELOW INVERT ELEV.)
SEDIMENT DEBRIS
TRAP
DETAIL INLET BOX
SCALE: 1/2" = P -O" SD2.
• o P. A O°o O° ° O.
.oe$o °ge;op8.
.
�OzrYT• '• q /J o•�
WEST
Som .
o
(V
STORMTEGH SG -740 a�9,
GHAM13ER OR EQUAL
ELEVATION SEE PLAN
INVERT
PLAN VIEW
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 INGLUDING, THE JOINT.
ALL (EXPOSED) SURFAGE5 TO BE GROUTED, SHALL
FIRST BE COATED WITH AN EPDXY BONDIN6 AGENT.
JOINTS, ETC., THAT MUST BE GROUTED, SHALL BE
"DRY PACKED" WITH A NON -SHRINKING TYPE
GROUT SUCH AS THORITE (STANDARD DRY WALL
PRODUCTS ING) OR EQUIVALENT.
INLET BOX TYPE 'R' (D=P -b" MIN) OR TYPE
'50=1'-b" MAX) MAY BE PRE GA5T OR
POURED IN PLACE. 'D' TO BE DETERMINED
IN THE FIELD.
TIE INLET BOX REBAR TO REBAR IN CURB 4
&UTTER AS SHOWN, (LAPPING OF REBAR
SHALL BE 10" MIN).
POUR CURB t GUTTER TO A MINIMUM OF 3"
BELOW TOP OF GONE.
ASPHALT PAVEMENT GON5TRUCTION: 3" MIN.
ASPHALT PAVEMENT OVER b" 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 CURB)
HORIZONTAL AND VERTICAL DIMENSIONS WILL
VARY WITH EACH BOX.
REBAR G2 OF ADEQUATE LENGTH TO BE WIRED TO
REBAR GI THE CURB.
REBAR 02 4 G3 IMBED IN BOX A MINIMUM OF 10 INCHES.
MAINTAIN 5PAGING FOR GI REBAR WITH RIGID
WIRE OR ADDITIONAL #4 REBAR AT ENDS.
ASPHALT PAVING
�'s.T • .W
111
�a
5TORMTEGH SG --740 8fl
CHAMBER OR EQUAL n
=SETA I L DRAIN FIELD
SCALE: 1/2" = 1'—O" SD2.
MOUND TOP WITH NOTE: 6" DIA. STD PIPE FILLED
CONCRETE WITH CONCRETE OUTSIDE VEST 101
NOTE: ALL PIPE BOLLARDS TO BE 4" DIA.
STD PIPE UNLESS NOTED OTHERWISE SEE
SHEET A101
.fl b" DIA. 5GHED.
m 40 PIPE FILLED
WITH CONCRETE,
W/ PLASTIG
COVER, RED
GONG. WALK BY
OTHERS
b" MIN. CONCRETE
GOVER
O
m NOTE: PLACE
CENTER OF
BOLLARD 12"
FROM WALL FACE
I/4"x5"x5" PLATE
SHOP WELDED
DIA TO BOTTOM OF
PIPE
i�ETA I L CONCRETE BOLLARD S
5GALE: 1/2" = I' -O" SDS.
0
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GRID LINES FOR
REFERENCE ONLY
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BRENT A. McFARLAND AR -2561
STATE OF IDAHO
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b"
3'—b"
b"
ENGINEERED SYSTEMS ASSOC.
SETA I L H.G. MARKING
SCALE: 1/2" = P -O" SD2.1
b" GRANULAR BASE
12" ENGINEERED FILL
MIN.
3/4" - 2' GLEAN,
EAST GRU5HED, ANGULAR
STONE
AASHTO M288 GLASS
2 NON -WOVEN
GEOTEXTILE FABRIC
SEE PLAN ELEVATION
INVERT
cV
SETA I L
SCALE: N.T.S.
O
z
FOAM BACKER ROD
TOOLED EDGES
SEALANT
FREE DRAINING
GRAVEL
GOMPAGTED
EARTH
1/2" FIBERBOARD
- HOLD DOWN TYPICAL AT
BELOW SURFACE 501-0110/0
OF WALK 1/2" MIN.
i�ETA I L EXPANSION JOINT G
SCALE: 1/2" = 1'-0" SD2.
TOOLED JOINT
p 1/4" RADIUS
z
I/3 THE TOTAL DEPTH
�t OF CONCRETE
MAXIMUM P15TANGE
BETWEEN 10'-0" O.G.
E TA I CONTROL JOINT D
SCALE: 1/2" = I'-0" SD2.
RESERVED
PAR (M
VAN
AGGESSBLE
S 1 CSN TYPE S 1 CSN T'rFE
12"x18" 12"xC "
NOTE:
I. SIGNAGE TYPES ARE DENOTED ON SITE
PLAN, SHEET SDI .I .
2. FABRIGATE ALL SIGN PANELS OF 169a.
ALUM.
3. POST MOUNT: USE NON-GORRO51 VE 3/S"
MACHINE BOLTS W/ WASHERS, 2 PER SIGN.
4. SIGNAGE TO BE GREEN LETTERS ON WHITE
BAGK6ROUND.
SITE 51 GNAGE
N.T.S. 1/2"=1'-O" 5D2.1
HAND I GAPPED
AGGE551 BLE
PARKING 516N.
5EE H/5D2.1
NOTE: FASTEN
516N TO 516NA6E POST
WITH (3) STAINLESS STEEL
SELF TAPPING 5GREW5.
VAN AGGESSIBLE
516N IN STALLS
50 INDICATED
ON SITE PLAN
1-3/4" x 1-3/4"
x 0.105 PERFORATED
SQUARE 6ALVANIZED
STEEL TUBING
GONGRETE
APRON
2" x 2" x 0.105 PERFORATED
SQUARE GALVANIZED STEEL
ITUBING SLEEVE SET
IN CONCRETE BASE
8" LONG ANCHOR
BARS EACH WAY
THROUGH TUBING
SLEEVE
ACCESSIBLE PARKIN& SIGNS
(TRAFFIC SIGNAGE)
HANDI GAP SIGN SEE
DETAIL M/5D2.1
CONCRETE
CURB
HANDI GAP 516N SEE
DETAIL M/5D2.1
SLOPE 1:20 MAX
HANDI GAP PAINTED SYMBOL
SEE DETAIL G/5D2.1
CONCRETE
WALK SEE PLAN
SLOPE 1:20 MAX
GON AND ASPHALT TO
BE FLUSH BUTTING EDGE5
OF RAMP.
0N
PAINT SURFACE OF
f �y ASPHALT W/ D I AGONAL
STRIPING 4" WIDE AS
I ND I GATED ON 51 TE PLAN
DETAIL AGPARKI ILITY
PARKING
5GALE: I/Ib" = 1'-0" SD2.
BRENT A. McFARLAND AR -2561
STATE OF IDAHO
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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
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REVISION:
DRAWN BY:
JOB N0:
RSM
SSq
CHECKED BY:
DATE:
JRW
OGT. '21
PLOT DATE: 4-28-22
DRAWING N0.
FILE: 889-SD2.I-SPD * SD2.1
52.1
OF
12"
LANDSCAPING OR WALKb�� 3 RADIUS CONCRETE CURB 8 GUTTER
SEE PLAN FOR CONDITION
Tl'P.
2-1/2" ASHPHALT
N SLOPE PAVING
o°
° \Q o° o o°� o C
°_9Po° \
off° °o ° oQ° °
0 4" GRANULAR BASE
0°
0
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° 0 °� �°
°c°
-0O°
0
0Do0
o°O °O°O° °°OO
O °
<°
O O °
\/\\/ 12" ENGINEERED FILL ° ° 0
/ O �o
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/
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\ / 00 *0 O
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COMPACTED EXI5TING MATERIAL
GUR5 $ GUTTER OETA I L
SCALE: I" = I' -O"
3" ASPHALT PAVING IN DRIVES
2 I/2" ASPHALT PAVING IN PAR
o
008 °
o° 0°� O 8 0 O°° o o °° 0
° ° O` O° 0 ° 00
° O O° �0' o° O O° O° O D O o 0
0
0
06.o vo°° ° o 0 0 °o` o °° o o° ° o o °
o° 0 ° 0
o° o °
0 0
° ° O
nn O
12" �J°°4O 0
ENGINEERED 0 \°
FILL m ° O O O� v°Q
°
\/\\/\\COMPACTED EXISTING MATE RIAL
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FAVI NG SECTION n
SCALE: 1/2" = 1'-0" D2.
GONG WALK SEE PLAN FOR
WIDTH -
6" GRUSHED
AGGREGATE
BASE
NOTE:
AT SIM. NOTE ASPHALT PAVING
SECTION TO BE AS PER CITY OF
REXBURG STANDARDS AND DETAILS
M
12"
CONCRETE CURB 4 GUTTER
6"
3" RADIUS
TYP.
2-1/2" ASHPHALT
N SLOPE PAVING
\ogo°
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°pO o ° 4" GRANULAR BASE ° o o °
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STATE OF IDAHO
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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
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REVISION:
DRAWN BY: JOB NO:
RSM 551
CHECKED BY: DATE:
.1RW OCT. '21
PLOT DATE: 4-28-22
DRAWING NO.
FILE: 889-SD2.2-SPD * SD2.2
52.2
OF