SP-1+Site+PlanTOOLED PAVERS PAYERS
EDGE
1" RAD. SIDEWALK I - - - - - - - -
ASPHALT AI � 1 /4"/1' OP ° I - - - _K� cn - - I I
X 0-1 I I -
\ CD
=III= BASE I SLOPE UP ===-1v �_= SLOPE UP'
MAX 1:12 -- MAX 1:12
6"- 3/4" MINUS 1 1 1 1
CRUSHED GRAVEL
BASE 11=1 11=1 11=1 I I II 6:mm'
6'-0" 0" 6'-0" `o
AQF)W AI Tlr'
TYP. SIDEWALK TURNDOWN
n"
LINE OF GRADE
BEHIND CURB
10" BATTERED
CURB TYPICAL
AT ALL PLANTERS
CUT EXTRA ASPHALT
TO WITHIN 2" OF CURB
REFERENCE CIVIL DRAWINGS
FOR GRAVEL & BASE REVS
8 EXTRUDED CURB
SP1 3/4" = 1'-0"
PROVIDE SUPPORT BRACKET TOP AND
MID POINT FROM 4X4 STL POST TO WALL
FOR ANCHORING OF GATE SUPPORT.
BOTH SIDES. WELD BRACKET TO 4X4
(2) EXPANSION BOLTS TO TILT UP
EACH BRACKET
0
COLUMN BEYOND
WELD TO COLUMN N
5 1 /4"
�+3"
ELEV S OF BRACKET
TILT -UP BUILDING WALL- EAST
ABUT TRASH ENCLOSURE INTO
WALL
EXTRUDED CURB ALONG EAST
& WEST WALL FOR PROTECTION _
1/4" b
0
O
4" CONC SLAB ON 6" OF w
COMPACTED 3/4" ROAD MIX O
ON COMPACTED PIT RUN ON
COMPACTED EARTH
(2) 6" STEEL BOLLARDS C
CAP & PAINT
3/4" = V-0"
PROVIDE 3/4" O CANE BOLT
AT EACH GATE TYPICAL
DRILL SLAB TO ACCEPT CANE
SOUTH PROVIDE LOCKS/STOPS FOR GATE
4HEKI 4HEY ARE OPEN
c
L(
WEST
FIR ELEVATIONS SEE DETAIL
1 SP1.0
7 1/4" THICK '
TILT -UP WALL PANEL CONSTRUCTION NORTH
SEE ELEVATIONS FOR ACCENT
BAND COLOR & HEIGHT I• 12'-0"
1 TRASH ENCLOSURE PLAN
d
I
TILT -UP PANEL CONSTRUCTION
TEX-COTE TO MATCH
BUILDING
2'-0"
NORTH
REVEAL SIMILAR TO BLDG
TYPICAL THREE SIDES
1 / T - 1 V
14'-4"
HANDICAP RAMP
PROVIDE HANDICAPPED SYMI
AT PARKING SIGN /
"DISABLED PARKING" SIGI\
TO BE 48" HIGH WITH BI
BACKROUND AND WHITE L(
EMBED POST IN 30 INCHE`.
CONCRETE IN FRONT OF E
STALL LABELED HANDICAPI
ON THE SITE PLAN
PROVIDE SIGN ON BOTH
SIDES OF POST IF HC PAR
IS LOCATED ON EACH SIDE
5
HC SIGN POST
P1 1/2p) = 11-0„
BLUE LOGO
ASPHALT
BACKGROUND
0
I
Lo
6 HC PAINTED SIGN
7P11/2$) = 1'-0$$
11
14'-4"
4-6 EMBEDDED WELD PLATES
FOR GATE HINGE ATTACHMEN'
PROVIDE HOLD OPEN CANE
BOLT LATCH FOR EACH NON -
REMOVABLE CANE BOLT
AT EACH GATE TYPICAL
WITH LOCK
" '4" STEEL TUBE FRAME
CK WELDED TO FRAME
FED TO MATCH
TRASH ENCLOSURE ELEVATIONS
1/4" = 1'-0"
X V-0" FOOTING
(2) #5 BARS CONT.
Cn
POWDER COAT TO BE CLASSIC COPPER
TIGER DRYLAC "COPPER METALLIC 49/92780"
LENGTH OF RACK TO ACCOMMODATE 4 BICYCLES
DO
00
CORE DRILL '& GROUT
I I I I
LJ INGROUND ANCHOR 0 LJ
MOUNT
3 BIKE RACK
SP1 NO SCALE
i
N
t 00 I I O I 0
20'-0" 20'-0" I I (n
�I
C-1� =>
o � 1 `.
_ I
---------------------
FIRE FIRE LANE 5 FIRE LANE I
WEX CANTER
PAVERS OLE TO
���� REMOVE CURB & LANDSCAPING o NEW HYDRANT R MAIN
o NEW CONC. ACCESS DRIVE I
SLOPE FOR DRAINAGE ,L
64 DEG. PARKING �-4��, EXISTING
CURB & LANDSCAPING �0 BE
0
o —8 t`
°O
— - - - - - _- S 89D 1'39"E 46.71.' 0 \�
C
00
(_0I - i
I � O0I
rn I EXISTING 14" PRESSU I
1 •
6'-10 1 2" I IRRIGATIO LINE
6 PARKIN'O ®9 -0
FIRE TRUCK RADIUS
TENANT #7 /� TYPICAL ALL LOCATIONS SHOWN
_ 3,782 S.F. 28' INSIDE, 48' RADIUS OUTS]� ' \
SIDEWALK o
LOT 11
Do,- -- (054,495 s.f.
II o
I 0 rn x I
° d I oI
LLJ
d- IP 00 ' �—
1 I TENANT #6 I TYP r- o u I ( Q
d- 1,638 S.F. i 7 Or �Q
CSI I I P TYP o)>- oI a
I
1 of
LANDSCAPEI_
TENANT #5 AREA 17Olot
LR
` I 1,768 S.F. �❑ 17'-0" 25'-O" 19'-0" 19'-0" 25'-0" 17'-0" I I
Cil10
TOTAL BUILDING I TYPICALBS
00
N I 14,066 S.F.
BIKE O�6 •. I —
o RAC I 8 I
O I 1 768N S.F.
4 P 4 P TYP O
o
U)
PROPOSED BUILDING®o -'
14,066 S.F. �' '9 XISTING SI W
N I I
TENANT 3STALLS
I 52 PARKING STALLS �
/Q)
& RAMPS
1,638 S.F. AVER moo 1/265 S.F
PEA
o /
°
5 0 / 00 20
ITY
i
� I TENANT #2-
1,768 S.F.WPTJ-
° 1 0 27'-1 1/2"
/ ter.._...._.__....
TENANT #1
I � 1,768 S.F.
I'
' D OT
TER SI GE/
o
- I EXISTING 4" PRESSURIZED
\w IRRIGATION LINE / J
o 0e / �;
/ .�
C11
J
& RAMPS EWALK
J
'�D_. 0 9 99 P r ,
s 0 -6.
440 4' �o
I
CALCULATIONS
OWNER
THOMAS MOTORS INC
LICENSED
1825 E. BAY TREE COURT
GILBERT, ARIZONA
85234
LEGAL DESCRIPTION:
LOT 11,
DESTINATION PLACE SUBDIVISION
3NIE17
ADDRESS -2374
E. CINEMA DRIVE
MERIDIAN, IDAHO 83642
PARCEL NO.
R1814730160
LOT AREA
1.252 ACRES, 54546 SQ.FT
ZONING:
c - G
HEIGHT IN FEET
32' - 9" - TOP OF HIP ROOF
STORIES
ONE
TOTAL BUILDING AREA FIRST FLOOR - 14,274 SQ. FT
SETBACKS -
EAST -159' - VARIES
NORTH - 9'-4 1/2"
TEST - 10' -0 -
SOUTH - 34'-0" CLOSEST POINT
BUILDING TYPE
VB- SPRINKLERED
OCCUPANCY TYPE:
A3 - MOST RESTRICTIVE
SPRINKLERED
YES
INTERNATIONAL BUILDING
CODE: 2003
FIRE ALARM:
YES - FIRE SPRINKLER - AUTOMATIC
SMOKE CONTROL:
REQUIRED ON ALL HVAC
REQUIRED FIRE FLOW
= 2,375 GPM (I.F.C. 2003 B105)
AVAILABLE FIRE FLOW
= 2,500 GPM ® 43 PSI- MERIDIAN WATER
STATIC PRESSURE = 62 PSI
PARKING PROVIDED
A OCCUPANCY USES
52 PARKING SPACES
(3) HANDICAP
(o) COMPACTS
v
o COMPACTS
STRUCTURAL LOADS
ROOF SNOW LOAD 25 PSF� SEE STRUCT,
ROOF DEAD LOAD 20 PSF SHEET S-0
FIRST FLOOR LOAD SLAB ON GRADE
SEISMIC USE GROUP 2
SEISMIC SITE CLASS D
SEISMIC DESIGN CATEGORY C
WIND SPEED: 90 MPH; EXPOSURE C
SITE PLAN
C' -70rin9n991A/
1/20" = 1$-0"
R.
LICENSED
ARCHITECT
AR -958
J. CORNEL LARSON
STATE OF IDAHO
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REVISIONS
8/29/07 PLANTER -ENTRANCE
Delta 3 12/5/07 ENTRANCE RADIUS
Delta 4 3/18/08 PAVERS / MOTORCYCLE PKG
DRAWN BY
BSM
DATE
7-23-07
SHEET NUMBER
SP -1
SITE PLAN