Revised A00-01 - Site - Arch - ACT 9-208
7
6
5
4
3
2
1
LICENSED
General Notes
ARCHITECT
64'-8" +/- 25'-0" +/- N
Applicable to this Sheet only 1680 W. FRANKLIN RD
AR -984457
(E) 8" FIRE BUFFER ROW MERIDIAN, IDAHO
SPRINKLER LINE I 1 - SEE CIVIL SHEETS FOR DETAILS.
SE 4 THESE 4 SECTION
AUGUST 2017
FIRE a 2 - SEE CIVIL SHEETS FOR EXISTING 11, T.3N., R.1W., B.M., CITY OF144"a-
C N PLATTE � B.
.3
HYD. &NEW TOPOGRAPHY NOTATION.
dl—IL_�/Scott
MERIDIAN, ADA COUNTY, IDAHO
A. Marshall
TRASH
STATE of IDAHO
6" CURB TO PROTECT EXISTING 25'-0" 27'-8" 3 - SEE CIVIL & ELECTRICAL SITE
ENOL. X" Height Above Fin. Floor
NEIGHBORS LANDSCAPE BUFFER. NEW CROSS TYP. PLANS FOR ADDITIONAL ( ) 9
CODE REQUIRED ACCESS 2 (TYP) Typical (x)=#
19 AGREEMENT 23 22 UNDERGROUND SLEEVES & Not in Contract
LEP--EP
Copyright Straightline, PLLC
(NIC)
A0.1 CONDUITS NOT SHOWN ABOVE.
Oz
LOCATION o (UNO) Unless Noted Otherwise
FIRE EP EP
z O z O o
"'� Q
EP EF (X) Number or Quantity
HYD.
H H o
a ''' z -
--
665 LF (3) IDES — — — — — — •+ N N Keyed Notes
oc NriUQ
Ln
o ~ p m z
_ ++ ++ +
16 (3) SIDES + m
C 24 2 1 (2) 5 15 1 0 + + R1BOTH TYP Applicable to this Sheet only 13 CHAIN LINK FENCE - AS PER
O
_
Q � LU
O 24 150'-9" +/- + +++ +++ � + a ASPHALT PAVING - SEE CIVIL UDC 11 -3A -6.C.3, 6' HIGH, 11
w U) `^ �'
96'-1" 16'-0" 38`-$" 5'-0" + + + + + - _ SIDES O SHEETS. ga, 2" MESH FENCE AT DITCH
J
5 (2) �- - �- 11 I` Il 19 N MATERIAL TRANSITION -LINE NEW SITE ACCESS -RADIUS
�k n in o SIG I T 13 N 2 OF MATERIAL TRANSITION, 14 ASPHALT APPROACH, INSTALL
O O
SEE ADJACENT NOTES FOR
6' ( 1 Ln TRI NGLE, WITH INTENT FOR FUTURE
\FGR O SITE MATERIALS TO BE USED.
26 m
x CANAL DISTRICT �Q TYP ACHD ROAD IMPROVEMENTS.
LINE OF SETBACK 25 FIRE RISER
o I I 12 a BIKE RACK - (2) SPOT BIKE
FGR � 10 (2) 20'-0" 25 17 s� I � 6 � I � O � O CONDENSERS EQUIPMENT -
RACK LASTING IMPRSSIONS 15
L_
"'�. I R 5 o :•: + + + MODEL # LiS-BR-2HMP' GROUND MOUNTED
r,, + + + + CONDENSERS SEE MECHANICAL
++++, � SURFACE MOUNTED RACK
+ + 4 \ N N ROADING METALSHEETS, SCREEN MATCH WITH
6 ��(^ \ �+ + + BLACK. OR EQ.
p + + + +
\ \• `•�`� PAR E �,� o N + +� + 17 O �� IG G 4 CONCRETE FLUSH- CONCRETE BUILDING, (SEE EXTERIOR
m �' 2 + + + + O STOOPS, ETC. SEE CIVIL ELEVATIONS) PROTECT WITH
N r r. r ++ ++ a
EIGHT O CE O SHEETS BOLLARDS AS GRAPHICALLY
X` \• \� \\ \ AGR \\\ o I I° �' f, illiN_ ° + + +LATERAL + O 5 SITE BOLLARDS - PROVIDE AS SHOWN.
\�`��\\ 00
�••.�` '' O SHOWN ON BOTH THIS SHEET SOLID FENCE AS PER UDC
r7
O
O
\ \ Fc 7 - 3 ++++++++++ I o N N -
\ 16
•\ `\\\\ En in AND CIVIL SHEETS. PROVIDED O 11 -3A -14.B. 6' HIGH SOLID
Q
\ \ \\ \ 25 4� ` I I COUNT SHALL BE THE SUM SCREEN FENCE
F 419, +++ �i
- OF ALL BOLLARDS
6 17 `+ + `+ I a PEDESTRIAN ACCESS -
o
\
W
+ I GRAPHICALLY SHOWN.
��`�, \''\. \•.. FSR �,� , o a •. • ° - •° ' •• 5 I +� + + C� 17 CONCRETE PEDESTRIAN
CANAL DISTRICT o : °' a .. a . • ° . , 3 I + 4 + I _ 6 CURB - 6", SEE CIVIL SHEETS. O ACCESS, EXTEND TO PROPERTY
�� \ • \.. R ��, 0 5 • 9 - 6 + �5+'Q I � O O LINE.
LINE OF SETBACK ° o RER I
I—
N Z 4 25 + BU + +
�`�� k \ \ \ •� �,\\\ (2) i ° "(. 5
0 7 + + I Q 7 ADA CURB RAMP - 1:12, SEE 18 ADA PARKING - VAN ACCESSIBLE
�`� \x \• \ ��� rn ++��\� /%++i O O CIVIL SHEETS. O PAINTED SYMBOL &POLE
Q J
15' 0" 4 + + +� MOUNTED SIGN.
(3) SIDES $ + + ✓
`�\ \• r��R ,\ 665 LF � rte//
„ I =+ + + a PLANTER - AT PARKING LOT,
4 12
(I") r ,
U
70 -0 40 -5 30 -4 + + +� o
270 LF 7 + + + � I O WIDTH AS NOTATED.
\\ \ R 16 + 9 d� I PROVIDE GROUND COVER. O
13 I l ���f \+ I 19 PROPERTY LINE - AS SHOWN
0
Q
O
X `� \ �•"�� \� •'\ - 24 2 1 I++++(+++++ +'I v
10 + + 1� N (� TRUCK RAMP - SLOPE AS 20 (E) IRRIGATION - STRUCTURE
�`�\ np �..� �• \ecR CANAL DISTRICT ++++ + + I Q O SHOWN TO GRADE LEVEL O
N
w w m
0 00
O z p
0 �
C
LINE OF SETBACK + + + I
`. \• I �,, 11 + +�++++ m SEE DETAIL NOTED, 21 (E) SIDEWALK - TERMINATION
++ +1+++ +1 a PROVIDE HANDRAIL/
cR ++
�`�,,\
< = a
r � / u o -
U LJJ
C
I �, '� +++ I GUARDRAIL @ OPEN SIDE. 22 (N) TREES - AS SCHEDULED
EGR ++++
E LLQ \ EGR I O i
S� �N EGR EGR - _ EGR ECR O0 :::. ++++I+ 19+ 10 EXISTING BUILDING -TO BE
O
p z it
Ln w
Q a Zo
_ _ _ DEMOLISHED. 23 PERMA BARKSTONEEW
LOCK EGR EGP EER - E --- _--- N
U N PLATTEQ �'�,,\ I Toe EGR EGR 23 FDC - FIRE DEPARTMENT
EGR 11 GRAVEL GROUNDCOVER -NEW
ECR
Toe CONNECTION AS PER THE CITY 24
O T MILE L n
TER O L o OF MERIDIAN FIRE MARSHAL, GRAVEL GROUNDCOVER
Q DISTANCE OF 130 TO STREET
O CIVIL DRAWINGS FOR SIZECRETE APRON / -SEE
0 HYDRANT APPROVED 9-20-17 25
20 21
f',7 FUTURE SITE ACCESS -
RE
NEW
�`�`\`-_____-____ I 12 RAMPS,
SIDEWALK CURB,
-
26 ROUTEIAS PERK CIVIL DRAWINGS.
___________ W ECT. AS SHOWN. FUTURE
x I -------- � WORK HAS BEEN POWER SERVICE - AS SHOWN
Z COORDINATED WITH ACHD 27
7777 ----------------- -- PLANNING.
--------- z
`f
O
x I N Site Notes Code Summary
/ Applicable to this Sheet only Applicable to this Sheet only
U N C LATCEQ FRONT BUFFER
ZONE: I -L
0 BUILDING: 12,033 S.F. 20' LANDSCAPE BUFFER -
PARCEL B LOT: 2.12 ACRES COLLECTOR ROAD
U
°P 25' LANDSCAPE BUFFER -
—GP N CITY OF MERIDIAN I -L ARTERIAL ROAD - SITE IS
PARKING STALL CALCULATION:
- T
ti Z o
lz N
MINOR ARTERIAL
W W
�_
Ij
1:2000 S.F. OF BLDG. SIDES /REAR BUFFER - 0
w
J Ln
12,033 S.F. / 2000 = 6 STALLS REQ'D
X 1= N
PARKING 1 :2000 S.F.
W Ln d
ti ADA REQUIRED PARKING STALLS: BIKE 1: 25 PKG SPACE
N
o rn
B
I i 1-25:(1) 1:6 ADA = VAN 90° PARKING - 9'x19'
I I ONE-WAY AISLE 25'
26-50:(2) 11' WIDE=/ 5' ISLE TWO-WAY AISLE 25
tO m Ln O O
W w 0
p I—
B
51-75:(3) 9' WIDE / 8' ISLE
_ Q Z
12,033/2000 = 6 (1 REQ. HC)co
N PARKING PROVIDED: 0
1 Architectural Site & Landscape Plan - Overall LANDSCAPE:
LU
C) o
C7 w
W E 13 STANDARD BUFFER - MIN. DENSITY 1 TREE
A0.1
m
S 1 ADA / VAN ACCESSIBLE PER 35'
NO COMPACT STALLS PROVIDED. REQ'D # OF TREES # OF SPECIES
H
26 GA. PREFINISHED METAL PARAPET 5-10 2
CAP W/TREATED 2X8 & z" AB'S @ 32" BICYCLE RACK: 11-30 3
31-50 4
U
w
H
o.c
U
U
1:25 OF PARKING SPACES PERIMETER PARKING LANDSCAPE:
l (14) = (1) BIKE RACK
ADJACENT
J Q
00 #4 CONT. HORIZONTAL 5' MIN. BUFFER TO
5' 14'-8" PARKING / LOADING
L STREET LANDSCAPE BUFFER TREES:
MIN. 1:35 LIN. FT.
INTERNAL W/ MORE THAN 12
_ #4 CONT. VERT. @ (3) 197'/ 35 = 5.6 (6)
�
rn
SPACES
32" O.C.
O O O
00
cc 0
GROUT WALL SOLID 12 SPACES MAX. W/O ISLAND
in
v N
U
3
- 1 TREE PER SINGLE ISLAND
- 8X8X16 CMU SMOOTH FACE, Landscape Irrigation Notes 2 TREE PER DOUBLE ROW ISLAND
`- GRAY, PRIME & PAINT
BOND BEAM, Applicable to this Sheet only
v
,�,
V 0 O
#4 CONT. HORIZONTAL o o
DESIGN BUILD LANDSCAPE IRRIGATION NOT THE PRESSURIZED IRRIGATION SOURCE. Legend
a
- 3
6" THICK CONCRETE APRON REQUIREMENTS: PROVISION OF A PRESSURE REGULATOR
pornLn
H
A0.1
w/ W1.4 x W1.4 WWM -TOE 00 SHALL BE REQUIRED. /
OP DOWN EDGES 12" 1 - EXISTING VEGETATION - THERE IS NO �� 01: SHADE , 2" caliper 02: SHADE , 2" caliper
N
06
N -
� � U
a
NOTEWORTHY VEGETATION ON SITE. 5 - LANDSCAPE IRRIGATION CONTROLLER - _ + �_ Amur Maple + Little Leaf Linden
_ OVERLAP #4 DOWEL & WALL EXISTING LANDSCAPE CONSISTS OF OLD THE IRRIGATION CONTROLLER PROVIDED �� Acer Ginnala Tilia Cordata
= REINFORCING 30' zn //I
Date: 31 AUG 2017
FARM LAND, WEEDS, ETC. SHALL HAVE SEPARATE ZONE WIRES (NO
Project: ACT -1704
j� TOPSOIL / PAVING DECODERS). ZONE QUANTITY SHALL
Drawn by: S.Marshall
(SEE PLAN) 2 - LANDSCAPE IRRIGATION - LANDSCAPED ADEQUATE TO WATER EACH REQUIRED ZONE
2 4 O AREAS LOCATED WITHIN THE 20' LANDSCAPE SEPARATELY. CONNECTION OF MULTIPLE
Oersion
A
II #4 VERTICAL @ 32" O.C. (2) BUFFER ALONG SKYWAY DRIVE AND THE VALVES TO A SINGULAR ZONE IN THE
Hi tt Y05 y: V1.0
9/20/17 City Comments
A
ALIGN WITH WALL REINF. PARKING LOT PLANTERS SHALL HAVE AN CONTROLLER SHALL NOT BE ALLOWED.
ALT. ENDS
op UNDERGROUND IRRIGATION SYSTEM.
N #4 CONT. 1 ENCLOSURE 3 METAL FRAME GATES WITH 6 - CONTROLLER LOCATION - THE IRRIGATION
HORIZONTALTOP 3 - EQUAL PRECIPITATION RATES - THE CONTROLLER SHALL BE LOCATED INSIDE THE
& BOTTOM O
WALLS SOLID FENCING MATERIAL'- IRRIGATION SYSTEM SHALL BE DESIGNED TO NEW FACILITY. AND SHALL BE INSTALLED TO
AGENCY & BID ISSUE
'° (2) #4 HORIZ CONT. CEDAR FENCING BOARD HAVE EQUAL PRECIPITATION RATES BASED BE FULLY FUNCTIONAL AT TIME OF
�,°
DRAWING NO.
_� OFF OF ZONE CONTROL, NOT NOZZLE SUBSTANTIAL COMPLETION.
BOLLARDS AS
4' 8" 4" O VARIATION.
1.4� NOTED O CONCRETE APPROACH 7 - UNDERGROUND SLEEVES - COORDINATE
4 - ZONE PRESSURE & VOLUME - THE ZONING REQUIRED LATERAL & MAINLINE IRRIGATION
3 New Garbage Enclosure Wall Section 2 Garbage Enclosure - Plan OF THE SYSTEM SHALL BE BASED OFF OF THE PIPE AND CONTROLLER CONDUCTOR SLEEVES
CITY WATER VOLUME CAPACITY & PRESSURE,
AO. 1
WITH CONTRACTOR. SLEEVES FOR
A0.1 A0.1
SCALE: 1/2" = 1'-0" SCALE: NOT TO SCALE CONDUCTORS AND PIPE SHALL BE SEPARATE.
Architectural Site
& Landscape Plan
8 7
6 5
4
3
2
1