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BUILDING
100' X 60'
9,000 SQ FT / 1 STALL PER 500 =
18 PARKING STALLS
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PLANTER
SIDEWALK
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ENTRANCE
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SD
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(SCALE IN FEET)
1:30 (22x34 FULL SIZE)30 15 90300
SITE MAP
9.00'
45.00'
25.00'
EXISTING LANDSCAPING
EXISTING SIDEWALK
1
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NEW APPROACH TYP.
ISPWC SD-710A
REGRADE AND
RELANDSCAPE BERM
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30.00'
6.00'
26.26'25.00'
5.00'
CALCULATIONS TABLE
#OF STALLS REQUIRED
#OF STALLS PROVIDED
NON-ADA
#OF BICYCLE STALLS REQUIRED
#OF BICYCLE STALLS PROVIDED
BUILDING SIZE
LOT SIZE
EASEMENTS AS SHOWN ON PLANS
SETBACKS AS SHOWN ON PLANS
26,204SF
9,000SF
1;1 BICYCLE PARKIGN FOR EVERY 25 VEHICLE PARKING
18;1 SPACE FOR EVERY 500SF OF GROSS FLOOR AREA
#OF STALLS PROVIDED
ADA 1;1 FOR EVERY 25 VEHICLE PARKING
22
2
25' LANDSCAPE
BUFFER
10' X 73' ACHD DRAINAGE EASEMENT
10' LANDSCASPE BUFFER
BICYCLE RACK
NEW SIDEWALK
19.00'
25.00'
25.24'
17.00'
7.00'
5.00'
October 2018
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FILE NUMBER:
SHEET NUMBER:
DESIGNED BY:
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119 N. Midland Blvd.
Nampa, Idaho 83651
Phone (208) 955-8126
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A. LYMAN
CS-101
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J. MATTHEWS
18-4629
1.THE TOPOGRAPHIC SURVEY WAS PERFORMED BY EAGLE LAND
SURVEYING, SEPTEMBER 2018.
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
LEGEND
CENTER LINE
EDGE OF PAVEMENT
EDGE OF GRAVEL
FENCE LINE
GAS LINE
OVERHEAD POWER LINE
PROPERTY LINE
STORMDRAIN LINE
SEWER LINE
TELEPHONE LINE
WATER LINE
PRESSURE IRRIGATION LINE
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
ASPHALT PAVEMENT
CONCRETE
EP EP
EG EG
X X
GAS GAS
OHP
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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
DEVELOPER
MCCARTER-MOORHOUSE
3536 W. RYDER CUP DRIVE, MERIDIAN ID 83646
208-908-1332