Linder Professional_Site PlanLINDER ROAD
(SCALE IN FEET)
1:30 (22x34 FULL SIZE)30 15 90300
SITE PLAN, LOT 2
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
31,336SF
5,700SF
2;1 BICYCLE PARKIGN FOR EVERY 25 VEHICLE PARKING
12;1 SPACE FOR EVERY 500SF OF GROSS FLOOR AREA
#OF STALLS PROVIDED
ADA 2;1 FOR EVERY 25 VEHICLE PARKING
31
4
60' x 95'
5,700 SQ. FT.
RETAINING WALL 33.60'
5.07'
25.03'
7
10
4.77'23.76'
6.12'
25.03'
5
11
9.50'
27.59'
27.59'
20' UTILITY EASEMENT
30' CROSS ACCESS EASEMENT
25' HOMEOWNER'S ASSOCIATION
LANDSCAPE EASEMENT
10' PUBLIC UTILITY IRRIGATION
AND LOT DRAINAGE EASEMENT
19.01'
10.00'9.37'
9.50'
9.00'
10.00'
4
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MECHANICAL EQUIPMENT
LOCATED ON THE ROOF
IN THE WELL.
CONNECT TO
EXISTING SIDEWALK
CUT THROUGH RETAINING WALL AND GRADE BACK
BERM AT A 3:1 FOR THE SIDEWALK COMING THROUGH
June 2018
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FILE NUMBER:
SHEET NUMBER:
DESIGNED BY:
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2101 Delta Drive
Nampa, Idaho 83687
Phone (208) 955-8126
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C. Kenyon
CS-101
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16-4433Z
LEGEND
MAJOR CONTOUR LINE
MINOR CONTOUR LINE
CENTER LINE
EDGE OF PAVEMENT
EDGE OF GRAVEL
FENCE LINE
GAS LINE
OVERHEAD POWER LINE
PROPERTY LINE
UTILITY EASEMENT LINE
SEWER LINE
TELEPHONE LINE
WATER LINE
PRESSURE IRRIGATION LINE
CROSS ACCESS EASEMENT LINE
STORM DRAIN LINE
GRADE BREAK LINE
BENCH MARK BM
ELEVATION EL
EXISTING EX
FINISH GRADE FG
FINISH FLOOR FF
GRADE BREAK GB
INVERT INV
MATCH MA
NATURAL GROUND NG
RADIUS R
REBAR CAP RC
RIM OF FEATURE RIM
TOP OF CONCRETE TC
TOP OF PAVEMENT TA
TOP OF RETAINING WALL TW
BOTTOM OF RETAINING WALL BW
WATER METER WM
NUMBER OF PARKING SPACES
ASPHALT PAVEMENT
CONCRETE
EP EP
EG EG
X X
GAS GAS
OHP
SS SS
TEL TEL
W W
PIRR PIRR
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
SD SD
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