HomeMy WebLinkAboutSitePlan_O'ReillyAutoParts_V1S
S
SSMEED PARKWAY(PAVED PUBLIC ROAD UNDER CONSTRUCTION)BEACON LANE
(PAVED PRIVATE DRIVEWAY)
FRANKLIN RD./U.S. HIGHWAY 20/26
(PAVED PUBLIC HIGHWAY)
(WIDTH VARIES)
PAD
TRASH
O'Reilly Auto Parts
87'-8" X 87'-8"
SQ. FT. = 7,685
FLOOR ELEVATION: 2427.00' (F.F.E. ON
SUCCEEDING SHEETS TO BE 100.00')
DOOR
EGRESS
DEALER
DOOR
N 89°24'15" E 219.19'S 0°35'37" E 219.90'S 89°24'41" W 204.15'N 0°27'28" E 167.36'N 89°32'32" W 15.00'N 0°27'28" E 50.00'N 61°09'40" W 4.63'
7 SP @ 9' =63'
6 SP @ 9'=54'12 SP @ 9' =108'4 SP @ 9' = 36'9'5'11'x9
TYP.
TYP.30'14'9'x6
x9
x2
R5'
35.7'18'26'20'6'87.7'7.3'15.2'13.4'9'4'12.4'87.7'5'20'18'5'20.9'6.8'3.6'5'7.5'7.5'
TYP.
13.7'10.9'5'
TYP.
24.7'34.3'
9'R30'R4.5'R4.5'R2
0
'
R
5
'
R4.5'
x2
2
3
3
3
3
3
3
2
2
9
4
4
4
4
6
6
6
7 11
12
13
16
17
1
1
21
5
5
1
4
4
20
19
18
22
23
24
24
21
21
18
11
1
1 1
1
1
1
1
6
5
5
1
14
14
21
24
22
25
15
8
15
15
15
12
8
5
5
8
6
2 SP @ 9' =18'20'
3 3 SP @ 9'=25'R4.5'
18'
5'142.3'7.5'9.5'135.6'SPECIAL NOTE:
POINT OF BEGINNING FOR
SITE DEVELOPMENT
LAYOUT PARALLEL AND
PERPENDICULAR TO
WESTERN PROPERTY LINE
(N 0°27' 28" E 167.36')7.5'10.7'
4
4 R300'2
25
11.3'3.9'26
26
26
26
26
26
26
26
26
1
26
21
NORTH POLE LLCITD ROW
ITD ROW
150.4'
x284'5'27
28
28
66
1
6' MIN
TYP.15
18
PROTECT EXISTING IMPROVEMENTS IN PLACE.
CONCRETE PAVING (HEAVY DUTY) AT DRIVE
AREAS, DRIVE APRONS, FIRE LANES, AND REFUSE
AREA. REFER TO DETAIL 2/C2.2
CONCRETE PAVING (STANDARD DUTY) AT
PARKING AREAS. REFER TO DETAIL 1/C2.2
CONCRETE CURB. REFER TO DETAIL 3/C2.2.
CONCRETE SIDEWALK CURB, REFER TO DETAIL
4/C2.2. REFER TO STRUCTURAL DRAWINGS FOR
LAYOUT OF CONTROL AND EXPANSION JOINTS
ADJACENT TO BUILDING PERIMETER.
CONCRETE SIDEWALK OR DOOR LANDING, REFER
TO DETAIL 5/C2.2. REFER TO STRUCTURAL
DRAWINGS FOR LAYOUT ADJACENT TO BUILDING
PERIMETER.
ACCESSIBLE PARKING SYMBOL PAVEMENT
STRIPING. REFER TO DETAIL 6/C2.2.
STEEL BOLLARD, REFER TO DETAIL 7/C2.2.
PROVIDE (2) AT REFUSE CONTAINER AREA, (2) AT
SECTIONAL OVERHEAD FREIGHT DOOR, (2) AT
METER. PROVIDE (9) AT FRONT ENTRY. REFER TO
STRUCTURAL DRAWINGS FOR BOLLARDS
ADJACENT TO BUILDING PERIMETER.
ACCESSIBLE PARKING SIGN. REFER TO DETAIL
8/C2.2.
ACCESSIBLE AISLE AND TRANSITION, REFER TO
SHEET C1.1 FOR ELEVATIONS AND SLOPES,
ACCESSIBLE PARKING SPACE WITH ACCESS AISLE
(ADA COMPLIANT) TO SLOPE 2% MAXIMUM IN ALL
DIRECTIONS. PROVIDE PAVEMENT MARKINGS TO
MATCH STRIPING COLOR UNLESS OTHERWISE
REQUIRED TO COMPLY WITH GOVERNING
ACCESSIBILITY REGULATIONS.
CONCRETE BUMPER BLOCK (8" W X 5" H X 6'-0" L)
ANCHORED TO PAVING WITH (2) 1'-6" LONG #4
REBAR. 6' MIN FROM FACE OF PARKING BLOCK TO
NEAREST BUILDING FACADE.
REFUSE ENCLOSURE. REFER TO 1/C2.3.
PARKING LOT LIGHTING. REFER TO SHEET US1
FOR ADDITIONAL DETAILS.
4" WIDE PAVEMENT STRIPING AS SHOWN USING
HIGHWAY MARKING PAINT - YELLOW (2 COATS).
SITE SIGN. REFER TO SHEET SG1.1 FOR
CONSTRUCTION TYPE AND LOCATION. SIGN IS
OWNER FURNISHED AND INSTALLED (REFER TO
SCOPE OF WORK SCHEDULE). REFER TO UTILITY
SITE PLAN FOR ADDITIONAL REQUIREMENTS.
CONCRETE DRIVE APRON TO BE INSTALLED PER
DIMENSIONS ON SHEET C2.1 AND GRADES ON
C1.1. REFER TO DETAIL 1/C2.2 FOR PAVEMENT
SECTION..
VERTICAL CURB AND GUTTER. REFER TO CITY OF
CALDWELL DETAIL 14/C2.2. MATCH EXISTING SIZE
AND TYPE.
TRANSITION CURB INTO CITY STANDARD CURB
TYPE.
INVERTED U BIKE RACK. COLOR TO MATCH
STOREFRONT. REFER TO DETAIL 11/C2.2.
PROPOSED STORM IMPROVEMENT. REFER TO
SHEET C1.1 FOR ADDITIONAL INFORMATION.
CURB OPENING. REFER TO DETAIL 10/C2.2.
4' WIDE V-GUTTER. REFER TO DETAIL 12/C2.2.
2' WIDE V-GUTTER. REFER TO DETAIL 13/C2.2.
ASPHALT PAVING. REFER TO DETAIL 15/C2.2
EXISTING OFFSITE IMPROVEMENTS ON SMEED
PARKWAY TO BE EVALUATED BY CITY INSPECTION
IN THE FIELD. CONTRACTOR TO REPLACE
DAMAGED AND NON COMPLIANT CURB AND
SIDEWALK PER THE DIRECTION FROM THE CITY OF
CALDWELL.
SIDEWALK CHASE. REFER TO DETAIL 17/C2.2
ADA PEDESTRIAN RAMPS. REFER TO DETAIL
9/C2.2.
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
20
21
22
23
24
25
26
19
27
28
NEW BUILDING CONSTRUCTION
AREA OF CONCRETE
AREA OF ASPHALT
PROPERTY LINE
ADJACENT PROPERTY/ ROW LINE
EXISTING EASEMENT
SIDEWALK CURB
PROPOSED TELEPHONE SERVICE LINE
AREA OF LIGHT DUTY CONCRETE
NOTE: REFER TO SURVEY FOR EXISTING CONDITIONS
SYMBOLS LEGEND.
PROPOSED RIDGELINE
PROPOSED TOP OF POND
PROPOSED BOTTOM OF POND
PROPOSED SITE SIGN
(REFER TO SHEET SG1.1)
PROPOSED BOLLARD
REFER TO PROJECT MANUAL FOR ADDITIONAL REQUIREMENTS.
ALL ON SITE CONCRETE TO BE 4,000 PSI.
SITE DIMENSIONS TO FACE OF CONCRETE FOUNDATION,
SIDEWALK, CURB GUTTER LINE, PROPERTY LINE, OR CENTER
LINE OF STRIPING UNLESS OTHERWISE NOTED.
COORDINATE WORK WITH OTHER SITE RELATED
DEVELOPMENT DRAWINGS.
REFER TO STRUCTURAL DRAWINGS FOR BUILDING DIMENSIONS
AND LAYOUT OF SIDEWALKS ADJACENT TO BUILDING
PERIMETER.
PRIOR TO INSTALLATION, CONTRACTOR TO VERIFY LOCATIONS
OF LIGHT POLES, LANDSCAPING, AND UTILITIES DO NOT
CONFLICT WITH SITE SIGN LOCATION SHOWN. IF CONFLICT IS
DISCOVERED, CONTRACTOR TO NOTIFY OWNER'S
REPRESENTATIVE PRIOR TO PROCEEDING WITH THE WORK.
ZONING
CLASSIFICATION:
PROPERTY AREA:
PAVEMENT AREA:
PARKING SUMMARY
PARKING FORMULA:
SPACE SIZE:
SPACES REQUIRED:
SPACES PROVIDED:
H.C. SPACES PROVIDED:
SERVICE-COMMERCIAL (C-3)
46,090 SQ. FT.
14,326 SQ. FT.
1 SP. PER 400 SQ. FT. GFA MIN
1 SP. PER 250 SQ. FT. GFA MAX
9' x 20'
21-37
36
2
GENERAL NOTESKEY NOTES
ZONING CODE
SYMBOLS LEGEND
C2.1 SITE DEVELOPMENT PLANA
B
C
D
E
SCALE:
GRAPHIC SCALE - FEET
0 602020401" = 20'-0"
1
C2.1
SITE DEVELOPMENT PLAN PREPARED UNDER THE SUPERVISION OF TAIT & ASSOCIATES, INC.TIMOTHY UHRIK, PE 20216PROJECT:CORPORATE OFFICES233 SOUTH PATTERSONSPRINGFIELD, MISSOURI 65802(417) 862-2674 TELEPHONEAUTO PARTSREVISION
DATE:
DATE:
COMM #THOMAS A. LUNDBERGARCHITECT1736 East Sunshine, Suite 417Springfield, Missouri 65804Fax: 417.862.3265e-mail: architect@esterlyschneider.com417.862.0558CAUTION:
INFORMATION ON THIS DRAWING
CONCERNING TYPE AND LOCATION
OF UNDERGROUND AND OTHER
UTILITIES IS NOT GUARANTEED TO
BE ACCURATE OR ALL INCLUSIVE.
THE CONTRACTOR IS RESPONSIBLE
FOR MAKING HIS OWN
DETERMINATION AS TO THE TYPE
AND LOCATION OF UNDERGROUND
AND OTHER UTILITIES AS MAY BE
NECESSARY TO AVOID DAMAGE
THERETO.Know what's below
Call before you dig.
R Santa AnaSan Luis ObisboSacramentoRiversideDenverBoiseDallasSince 1964ENGINEERING ENVIRONMENTAL BUILDING LANDASSOCIATES&320 North Lincoln AvenueLoveland, CO 80537p: 970.613.1447www.tait.comBASIS OF BEARING
BENCHMARK
CONSIDERED AS BEING NORTH 89°24'15" EAST ALONG THE NORTH
LINE OF SUBJECT PROPERTY, AS SHOWN ON THAT RECORD OF
SURVEY-PROPERTY LINE ADJUSTMENT, RECORDED MAY 7, 2024 D
UNDER [RECORDING NO. 2024-013874, IN THE CANYON COUNTY
RECORDER'S OFFICE.
PER ALTA SURVEY BY DOMINION DATED 10/24/2024.
VERTICAL DATUM FOR THIS PROJECT IS NAVD88 AS BASED UPON
THE 5
8 INCH REBAR FOUND MARKING THE NORTHWEST QUARTER
OF THE SOUTHWEST QUARTER OF SECTION 24 - SHOWN ON THE
SURVEY CONTROL SHEET OF THOSE IDAHO DEPARTMENT OF
TRANSPORTATION PLANS FOR "US-20/26, CHINDEN; I-84 TO
MIDDLETON ROAD, CANYON CO." I.D.T. PROJECT NO. A022(165),
WITH AN ELEVATION OF 2417.07 FEET.
SITE BENCHMARK LOCATION: FOUND 58" REBAR WITH CAP STAMPED
PLS "PLS 11574" FOUND AT THE NORTHEAST CORNER OF THE
SUBJECT PROPERTY. ELEVATION DETERMINED BY GPS
MEASUREMENTS IS 2426.48 FEET}.
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES,
PIPES, AND/OR STRUCTURES SHOWN ON THESE PLANS WERE
OBTAINED BY A SEARCH OF AVAILABLE RECORDS. THERE MAY BE
EXISTING UTILITIES NOT SHOWN ON THESE PLANS. THE
CONTRACTOR SHALL ASCERTAIN THE TRUE VERTICAL AND
HORIZONTAL LOCATION OF THOSE UNDERGROUND UTILITIES TO BE
USED PRIOR TO CONSTRUCTION AND SHALL BE RESPONSIBLE FOR
ANY DAMAGE TO ANY PUBLIC OR PRIVATE UTILITIES, SHOWN OR NOT
SHOWN HEREON.
NOTE TO CONTRACTOR
THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF
THESE PLANS. ALL CHANGES OF THESE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS PRIOR
TO CONSTRUCTION. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION
PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE
CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT
THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION
CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY,
REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE
SOLE NEGLIGENCE OF DESIGN PROFESSIONAL.
UNAUTHORIZED CHANGES & USES
CITY OF CALDWELL
SIGNATURE BOX
4877
01/10/2025NEW O'REILLY AUTO PARTS STOREBEACON LANECALDWELL, ID #303/24/2025