HomeMy WebLinkAboutFirenze Plaza Shops A - Site Plan V1DWT
APPROVED
SAME 07mf22
Rif k R;ws
MEM
r r E. MT. ETNA Doi. —
E. AMITY RD.
OVERALL SITE PLAN
1.66" -12 GA ELECTROWELDED
STEEL TUBING WITH
PAINT FINISH TO MATCH
SW - 7674 "PEPPERCORN"
1/2' STEEL PLATE WITH
PAINT FINISH. EPDXY
BOLT INTO CONCRETE
BIKE RACK DETAIL
PRE -CAST CONCRETE CAP
PAINTED TO MATCH
SW - 6148 "WOOL "SKIN"
PRE -CAST CONCRETE CAP
PAINTED STEEL HINGE.
TYP. OF 4
6" DIA. PAINTED STEEL BOLLARD
FILLED WITH CONCRETE
M
cl
ui
I
Q
w
m
PROJECT LOCATION
0" BUILDING
SETBACK
SIDE AND REAR ELEVATIONS
FRONT ELEVATION
TRASH ENCLOSURE DETAIL
0
SCALE: 1/2" = V-0"
SPLIT FACE AMU PAINTED
TO MATCH SW - 6148 "WOOL SKIN"
PAINTED STEEL BAR
GRATE LATCH
PAINTED METAL DECK
WELDED TO STEEL ANGLE
PAINTED STEEL CANE BOLTS
ALL STEEL TO BE PAINTED TO MATCH
SW - 7674 "PEPPERCORN"
SCALE:1/4" = V-0"
- - Aguadum of Bo
Buffalb VAId ngs
w �eddlaOiSDeedWeY EPWbM wEwrwiM .-- - _-w:EryM�fi
` MAPLE DROVE
FRANKLIN ress CC
Child8 i
Museu of ldaho9 � 8
wr —mow M lest W li-rt Supementer
gFad TD.ahww, HH
-me
rr wre 1 Ea, w \ Ea M Ea.nwne _ g.��ted McYerQ® ww"www -
Nedd u Id.—h. e(�ptile Za�
Cost- wholesale
\ \ a
` SDUTNWEST Moles Park.
- wwnor"e - E - `\�-Evwwai. EwmyNJ W.wmE>a AD CDUNCY_w`waerxe -w ve.+orxE. - wwvwyDr
1 Al'LIANCE � �
e
__wwwwaa. wamEyWf EMip.p - eyW'\
\iomMsann YMCA SIICA9 \
M\ddia
K1esa I B013G.
�Him[ert
a �
BgSe Ranoh�Gul a '�
Eder EMms9 s \p
Norlhw
coil I ' - vElente rtaYSc' i� , t
1 Charter Pointe
Googk a
Hub6k'Ho_mes
VICINITY MAP
NORTH
SCALE: 1" = 50'
i'
0
O
m
co
-';
co
0
N
O
p7
o m
0
-;
cu
En
� o
-
m
B)
IU
Q
>
to
two
0
r
m
m
ca
CU
N
N =
N
W z
Nw
J x 3 s Q>
Q z K � �
z
U 2 .o z
CIi � � s
'Iz zoo
LL <Q
ol _
re
_N 0 z W Q
W � Z
> o
LLN
CONSULTANT STAMP
ARCHITECT STAMP
Q
^^1
a_
O
Q
N
Q 0
� =
a_ QLu
N
Q
0
W�
L/
Q.
w,2i
LL
REVISIONS
NO.
REMARKS
CHECKED DK
DATE
X/X/2022
DRAWN
GEO
JOB NO.
SHEET NUMBER
Al
DWITEDIA y-
APPROVED
nh 07m122
FU: I
8"SS
8"SS
8"SS
E. Mount Etna Dr.
8"SS 8"SS 8„SS 8"SS
3
EXISTING 6" EXISTING 8"
SEWER SERVICE WATER MAIN
10' CITY OF MERIDIAN
WATER EASEMENT
C
8"SS
8"SS 8"SS
8"SS
• RAN R/W RAN RAN RAN/W R/W R/W R/W R/W R/W � r_R/W S89°22'53'E 114.ry4' R T _ R/W R/W pl� R/v
3 G G G G G G G G G G 1 G G G G� �G G 21 G G 3 G Ci 1 G G G G G G G—�G G G W N—M
N
• — — — — — — — — — — — — — — — — — — — — — — — — — — — — 'a — — — — —
PIRR PIRR PIRR PIRR PIRR
+ + + + +
—
+
+ + + + + + + +
+ + + +P,O
+ +
+ + + +
+ + + +
�— PIRR
PIRR �+ -� PIREi
+ + + + +
_WATER
afR
+ + + + + METER +
R + v
+
PIRR
PIRR
a
+ + +
+ �'j
+ P4
— — — —
.
+ + +
+ +
+
+ + + +
+
+ + +
+ +
0
SEWER
EXISTING
10
+ + + +
�a
SERVICE _��
GAS LINE
e
+ + + _
4 15
4
+
I tea+
6
� I i
EXISTING DRAINAGE POND
(PREVIOUSLY SIZED TO
INCLUDE SITE DRAINAGE)
I 1 I
1 I 1
/ I I
/
/
/
/
-I -
w '
O O
O O
Site Plan
Horizontal Scale: 1" = 10,
I
I
25I71'
I
I
I
6
I
I r--
I I
I
I
4
I —
O O
I � FIRE SERVICE
� 19
LL°
J
4a
o
°8
1 a,n
D
19,
PROPOSED
BUILDING
6E
OVERH
mill ONO
.Ilii�l�■
■lei
20
L4-
4
4
z
N
C1
9'
19
F13
12
12
6
I I
U
SD SD SD SD I I — SD — —SD—SD—SD—SD
L_J
------------------
3
4 5' + ��--
PIRR 5°IR ° +SIR �i — PIRR PIRR PIRR PIRgf ' PIRR
+ ++ �}
16
Un 14'a —a °+ ++ — ---aw ---- —� — — — —
+ + + W N 2Q
4 + + + 0 W
+ + + 5 �a
31 7 i + + c W N
+ +
+ +
++++
m I
11.09' +++
16.77' + +
+ +
+ +
+ + /
+ + /
+ ill
+ + /
�I
++++
+
++
+
25
+ 4
I I
+ +
++++ /
+ + N
CJ /
+ + M
+++ N
+ + 3
+ +
+
+ +
+ + g
+ I \ I
++ I
° +++ p
+
+ +
4 +++ II
+ + +
+++ 0 0\ II
+ I
+ +
'9.09` a + + +
+ /
+ /
\ + + /
4 +
+ + 29.81' / a
\+ / I
+ \+
4 + +
+
+ + /
+ / x
11.09, +++ / a
16.76' + + /
°
°a +
+++ /
+ +
+ ++ a
+
+ 4 4 + +
14 °4 + + +
++ +
4 + + ++ 3
+ + + +
+ + >h5' + + I /
+ + + +
EXISTING STORM DRAIN
SD SO
0
w
SO
— — — — — — — — — — — — — — — — —
I
I
0 10, 20'
Project Information:
PROJECT: PROPOSED RETAIL BUILDING
APPLICANT, OWNER
COMPANY: BROWNIAN DEVELOPMENT COMPANY
CONTACT: AARONZUZACK
ADDRESS: 1556 PARKSIDE DRIVE
WALNUT CREEK, CA 94596
EMAIL: azuzack@browmandevelopment.com
CIVIL ENGINEER, LANDSCAPE ARCHITECT, LAND SURVEYOR
COMPANY: THE LAND GROUP, INC
CONTACT: JASON DENSMER, PE (PROFESSIONAL ENGINEER)
CONTACT: MICHAEL THOMAS, PLA (PROFESSIONAL LANDSCAPE ARCHITECT)
CONTACT: MIKE S. FEMENIA, PLS (PROFESSIONAL LAND SURVEYOR)
ADDRESS: 462 E. SHORE DR., SUITE 100
EAGLE, IDAHO 83616
PHONE: 208.939.4041
Project Calculations:
PROPERTY SIZE: 16,517 SF / ±0.38 ACRES
PROPOSED BUILDING SIZE: +/- 5,000 SF/ ±0.115 ACRES
PARKING CALCULATIONS:
REQUIRED PROPOSED
PARKING STALLS: 11 (1 STALL PER 500 SF 14
GROSS FLOOR AREA)
ACCESSIBLE PARKING STALLS: 1 (1-25 STALLS PROVIDED 1
PER ADA GUIDELINES)
BICYCLE PARKING SPACES: 1 (1 SPACE PER 25 4
VEHICULAR PARKING STALLS)
Zoning Regulations:
PARCEL #: S1 129449827 - LOT 4
CURRENT/PROPOSED C-C
ZONING:
FRONT SETBACK: N/A
REAR SETBACK: N/A
INTERIOR SIDE SETBACK: N/A
LANDSCAPE BUFFERS:
COLLECTOR: 20-FT
Material Legend
LANDSCAPE AREA -
REFER TO L1.00 FOR STANDARD CONCRETE
ADDITIONAL FLATWORK
INFORMATION
FM7HEAVY DUTY CONCRETE I II ASPHALT PAVEMENT
FLATWORK
TCALLOUT O NUMBERED
Keynotes:
TO NUMBERED NOTES BELOW.
1. EXISTING SIDEWALK - RETAIN AND PROTECT
2. EXISTING ADA RAMP - RETAIN AND PROTECT
3. EXISTING CURB AND/OR GUTTER - RETAIN AND PROTECT
4. EXISTING VALLEY GUTTER - RETAIN AND PROTECT
5. EXISTING CATCH BASIN - RETAIN AND PROTECT
6. EXISTING ASPHALT TO REMAIN
7. EXISTING IRRIGATION VALVE - RELOCATE PER SHEET 1-1.00.
8. EXISTING IRRIGATION VALVE - RETAIN, PROTECT, AND RAISE TO GRADE.
9. EXISTING STREET LIGHT AND PULL BOX - RETAIN AND PROTECT
10. EXISTING IDAHO POWER TRANSFORMER - RETAIN AND PROTECT
11. TRASH ENCLOSURE PER ARCHITECTURAL PLANS
12. 4-INCH WIDE PAINTED ASPHALT MARKING (WHITE)
13. ACCESSIBLE PARKING STALL AND ACCESS AISLE PER ADA GUIDELINES
14. BICYCLE RACK (2 EACH) PER DETAIL
15. EXISTING BLOW -OFF ASSEMBLY - REMOVED WITH WATER CONNECTIONS
16. STAIRS AND HANDRAIL
17. RAMP AND HANDRAIL
18. DEPRESSED REVERSE PLATE CURB AND GUTTER
19. CONCRETE WHEEL STOP, TYPICAL
20. CONCRETE VALLEY GUTTER
21. PLANTER AND SEATING.
22. CONCRETE MOW CURE
1. HOOP RACK IN STAINLESS STEEL FINISH BY DERO OR APPROVED EQUAL.
2. SURFACE MOUNT PER MANUFACTURER'S SPECIFICATIONS.
3. SPACING REQUIREMENTS PER MANUFACTURER'S SPECIFICATIONS.
1 Bike Rack
Scale: NITS
TH E
LAND
Ewt GROUP
TLG PN: 122072
o0
O
3 00
O
YCR
co
:Q C9
= C!
Oj w
Q O
CU
O
+ w
O
Q M 00
o
— o
r cc
a
U) 01
7 m
0
C
7T
3
•C7
0
0
m
O
M
CU
CU
n =z
W �z z
J z 3 o cn
Q Q S H J Y
U W Q
Vl � Z
cn —
0
C7 �S�U
Fo as
> o CD
CONSULTANT STAMP
NOT FOR
AQ
CONSTRUCTION
ARCHITECT STAMP
Q
0—
O
U)
J_
Q
FLU
0.
Z o
Q
Q Q
C
LULU W
G �
m
�
REVISIONS
NO.
REMARKS
CHECKED
JCD/MRT
DATE
06-09-22
DRAWN
TLG
JOB NO.
SHEET NUMBER
C2.00
N
d�
CD
co
CD
LU
U)
U
N
U