HomeMy WebLinkAboutApproved Site PlanB
K
7
I �
I u'
a
I &
L1 I O
I
M I
I
I
I
N I
I
I
1
- CID., CONTRACTOR TO VERIFY LOCATIONOF EXISTING
• PR OSEDSIDEWALK
e�;g: ee`o��r'"�� �•���••.,•�°eeree��er❖
„• r♦.♦.
4�a°
eee
r. eerr� eoorrr ee�`rr s� � e®.• o *�.+'r♦r.►.�Q.q... r.. e - ..
a .ee.rr4�?-
ee..r e... ♦♦.,F r e.rr � �
�
®..,.
e�r,.;r�,
�•'s0• •DO ♦00• 00•, "♦,,6 ° p• c •:
%, F r`l. . rOa 1A'' -
re�•�•'��p���'•s:�e��� �,tcl.,at��e•.t!�'�,�.�2��•:�:.����
I.,, e •e:�a� .- _ • - -
d ^
FAR
O�•1
s+�i•�dv.♦+Lbi?�O��S�i:■o •. rr O♦p ♦,♦♦
�O.,Oe�4
�e,a••i♦�
os•.se�;.r
ro �t►'y.�Fi'0� � � P'p►�"v VAI• � � •♦�i'i'•SL � �'. �`''• gip'';:
�♦�.
°♦' vv
r •••'•
•..
EX. TRAFFIC CABINET
SET 5/8' IRC
15' LANDSCAPE BUFFER
�11
i
..,
YARDSETBACK
i
I•a
�
w• VVVIDE CONCRETE. e.0
i
(INDE..
PROPOSED DRY DETENTION to
1 0
•. •.• SURFACE
••4'VVIDE FLUME
• - PLUS -
x 1
CURB GUTTER
• •■E
I
I•'
C<
F■• ••
■
•
ir
�i
MEMO
r1EQDWHITE PAINTED STRIPE
I i Mi
T_a
REQD., 6° MONOLITHIC CURB AND SIDEWALK
o,.l nTl REQD., 2 EA. BOLLARDS a
i
8 1 9 10 1 11 13 14
15� 16
I I NOTES TO CONTRACTOR:
v
r,
1. EVERY EFFORT HAS BEEN MADE TO ENSURE THAT THE BUILDING INDICATED IN
THESE DRAWINGS THE AND
y - MATCHES ARCHITECTS LATEST BUILDING
" FOUNDATION PLAN. IT SHALL BETHE CONTRACTORS RESPONSIBILITY TO
G
p1
CONFIRM THEAGREEMENT BETWEEN THE BUILDING FOOT PRINT SHOWN IN THESE
S
PLANS AND THE ARCHITECTS BUILDING FOOTPRINT AND FOUNDATION PLANS.
-READ., 7'WIDE CONCRETE SIDEWALK THECONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF ANY
(INDEX 522-001) \ DISCREPANCIES ARE FOUND.
a7 a�
N3-�'•Or:
2. THE CONTRACTOR SHALL PROTECT AND MAINTAIN ANY EXISTING SLOPES AND .-I K �9 N
NAM,INFRASTRUCTURES ON THESITE (LE PONDS, INLETS, ETC).
i 3. CONTRACTOR TO VIDEO ALL EXISTING SEWER AND DRAIN UNESTO ENSURE O
s; THEY ARE CLEARANDIN PROPER WORKING ORDER PROVIDEVIDEO TO THE n:NCGO [z.
_ I I. .ti• :� y. .y _ OWNER Q�$C,� B
HI� ® 4. AFTERTHE STORM DRAIN SYSTEM IS COMPLETED THE CONTRACTOR SHALL GRAPHIC SCALE 0
I� NoO�Pq u POLL jr{ VIDEO THE SYSTEM AND SUBMIT VIDEO TOTHEOWNER FOR REVIEW. 20 0 20
Q
LJ d d
I t ?p D OP II� S. THE THE PROJECT. OR SHALL MAINTAIN ACCESS TO THE SITE FOR THE DURATIONOF (IN FAT) `�, ,•, �
6. ALL EARTHWORK SHALL BE PERFORMED IN STRICT COMPLIANCE WITH I Irldl = 20 R Z�yTS��.
IO ,06 I GEOTECHNICAL RECOMMENDATIONS. �- C ^°""'° C O
0 ! I �; 7. ALL CONDUIT LOCATIONS FOR POWER, TELEPHONE, AND CABLE SHALL BE Q J 76
- 41 COORDINATED WITH ARCHITECTURAL PLANS AND LOCAL UTILITY PROVIDERS. 1 jam; p, �y
O I I REQD., NOTES
m F 8 0
j I 36° R1-1 STOP SIGN (TYP.) Z y� U
k & FTP-52-06 I. ALL NEW WORK SHOWN IN THESE PLANS SHALL COMPLY WITH APPLICABLE r3 �i
I STATE, FEDERALAND LOCAL BUILDING AND UTLTTY INSTALLATION CODES. �O �! o
I I "RIGHT TURN ONLY"SIGN � �
I I 2. NO WORK SHALL COMMENCE, INCLUDING DEMOLITION, UNTIL ALL APPLICABLE
SPEED ° 3
EROSION CONTROL MEASURES HAVE BEEN INSTALLED, INSPECTED BY THE PROJECT LIMIT D
I , I ENGINEER, AND APPROVED.
3. EROSION CONTROL DEVICES ARE TO BE INSTALLED PRIOR TO ANY CLEARING OR 45
REQD., 4' WIDE FLUME a _ EARTHWORK OPERATIONS AND SHALL BE MAINTAINEDTHROUGHOUT
t 1 _ CONSTRUCTION AND UNTIL PERMANENT GROUND COVER IS ESTABLISHED IN ALL POND SPEED LIMIT 4P0 ••�•.
Wig BY CL BRIC II RIP -RAP PLUS FA' DISTURBED AREAS. T
I W I
4
. ALL TRAFFIC STRIPING AND MARKING SHALL BE THERMOPLASTIC WITHIN DOT
RIGHT OF WAY.
I l I I3 I I ErX
5. ALL DIRECTIONAL, REGULATORY SIGNAGE, AND ALL PAVEMENT MARKINGS 6/18/2A20 I EXISTING BUILDING :v
SHALL BE IN ACCORDANCE WITH THE "USDOT MANUAL OF UNIFORM TRAFFIC i W:
_ FTE:17.85' CONTROL DEVICES.�0 STATE OF
" 2.
j ,,,,,
' REOD., 3' WIDE CONCRETE VALLEY GUTTER
(SEE GRADING PLAN SHEET 04) LEGEND
a
I
Iti O BENCHMARK
mOw
w6
Za
4 Ip J
al I 8.
2 9
1 I 3 I oDow
5 0
m�
.. �
'1' ( i I wZDD� v
¢ Flu yo o,> 2s ❑ w W a ,'d'-®m .I wa I cc
U:PQ
N ¢O o¢ Y IZ Z U¢ I i a¢�N
¢ mN o❑Q U g ¢ LL O) ,Vs. 0 ;« It-.'� QO Q I ZN�
a: WO
¢ to TOX oOm i_.S f�wm ` U) p S O ---
'vil� ❑ I- WW tvUrNOF W YZ W ¢Z R.3� Z.;,
Q N LrZ NZpQ� a m z ❑ ¢ ¢ r ,i❑ ? I\ �-
val� ¢ ICI z Uv N ¢Z ¢N ❑0 ¢w (7 8 M I
I H
o � o ° W °z ¢ =PROPOSED ¢ � 9 5' • o � o o a
O O w
W Q 3 lap BUILDING a U N
Q I O o. 0 Z W - ^ W O
I �. � � 3 � � z N 9,100 SF W � , '`. � Er
lo o I O cwi r F O l7 _.--_ W l .. LU
3 O L z¢ Q o J , ar ir
lox ¢ �w � t I
IY 1r I I OLL y 4 t�
U
Q§ -S
REQD., 6° MONOLITHIC
CURB AND SIDEWALK
RECEIVING DOORS \ ,
68.78'
i I N 20YARD SETBACKLn
N
W 10' LANDSCAPE BUFFER
'ST 1e•W 25631'-
lu O 70S.00B9' I 107.42'
5/8" IRC
Oqk o (LB8 8) O
FND 518" REQO., 90 LF 8' HIGH WOODEN PRIVACY FENCE I
(NO ID)
D 1.29' N 0.
I 1.26 E I
x _ PARCE ID: 2420-221-0002-200-1
ap OWNER 1: IJEH RAMEZANI GRACE
I STEAD ESS:37D4 ARNOLD RD
VACANT I
Oo
\J to - )
�j Im®OAK IN I
2 3 ep f( 4 5 6
REQD., ADA SURFACE
PARCEL ID:2420-221-0004-000-3
OWNER VSYLVIA E PENALOZA
SITE ADDRESS: 3700 ARNOLD RD
SINGLE STORY RESIDENCE
7 I 8
m I
I
3 I o D
m¢
o (��U
I mmw OZ
onza1zz¢o
N>QN
w
�ooWT
¢
a
N w
W W Dp pJ
wa ¢2
�
m I OFu
I a y
I
I
I
I
I
9
STATE OF FLORIDA
COUNTY OF ST LUCIE
OUTSIDE FORT PIERCE CITY LIMITS
ZONING:
CG - COMMERCIAL GENERAL
LAND USE:
COM - Commercial
YARD SETBACKS (& LANDSCAPE BUFFERS):
FRONT:
25' (15' BUFFER)
SIDE:
10' (10' BUFFER)
REAR:
20' (10' BUFFER)
SIDE CORNER:
20' (15' BUFFER)
PARKING REQUIRED:
4.49 SPACES / 1000 SF GFA
Based upon the 4th edition of the ITE parking Generation Manual
815 - "Free Standing Discount Store"
9100 SF / 1000 * 4.49 =
40.9 SPACES
PARKING PROVIDED:
41 SPACES (INC. 2 H/C)
BICYCLE PARKING:
6 SPACES MINIMUM
TOTAL SITE AREA: 1.87 AC (APPROX. 81,645 S.F.)
AREA BREAKDOWN
ROOFTOP:
APPROX. 9,148 S.F.
ASPHALT:
APPROX. 25,265 S.F.
CONCRETE:
APPROX. 6,534 S.F.
PERVIOUS SURFACES:
APPROX. 24,829 S.F.
POND BOTTOMS:
APPROX. 9,583 S.F.
EXPECTED CONSTRUCTION SCHEDULE:
BEGIN:
10/05/20
END:
104/02/21
CRF 0 CAPPED ROD FOUND
F
CRS O CAPPED ROD SET
RIGHT-OF-WAY
- - PROPERTY LINE
o
- - PROPERTY LINE (ADJACENT)
- - - - EXIST. EASEMENT UNE
Q
M
8
®PP EXIST. OVERHEAD UTILITY AND U71 TTY POLE
C
GUY ®PP EXIST. GUY WIRE AND UTILITY POLE
-w w EXIST. WATER UNE
H H
d
EXIST. SANITARY SEWER UNE
1EL tFz- EXIST. TELEPHONE UNE
EXIST. FENCE UNE
___--------
W
Ii (��••11
------- EXIST. PIPE
- PROPOSED SETBACK UNE
O
PROPOSED 24• CONCRETE CURB & GUTTER
L=1
PROPOSED B'CONCRETE CURB
O
®a EXIST. CONC. POWER POLE
a
r} EXIST. LIGHT POLE
+--r
® EXIST. WATER METER
J
DC'N EXIST. WATER VALVE
CD
EXIST. FIRE HYDRANT
�
00
EXIST. ASPHALT PAVING
Z
'�j
MM
_y
`U�
EXIST. CONCRETE
K T `
U
PROPOSED LIGHT DUTY ASPHALT
0
<
N `I. PROPOSED HEAVY DUASPHALT
z
O
O O
PROPOSED LIGHT DUN
f CONCRETE (BROOM FINISH)
L
PROPOSED HEAVY DUTY
O
CONCRETE (BROOM RNISH)
l
15.00
53.00
MPROIF.CIl
3.00
45.50
PROPOSED JOINT LAYOUT
1646.20
D
0.00
- - - - PROPOSED EXPANSION JOINT
DRAWNBY: 71N1/PWM
CHILD BY. I l)pWNL
PROPOSED
SHEET NO:
CONTRACTIONISAW CUT
4.00 19.50
JOINT
WB-67
feet
STRIPING NOTES
C2
N
TractorWidth
:8.50
Lock to Lock Time
:28. STRIPING ON CONCRETE SHOULD ALWAYS BE YELLOW.
Trailer Width
: 8.50
Steering Angle
:
SITE PLAN
Tractor Track
: 8.50
Articulating Angle
75.4
: 75.0 STRIPING ON ASPHALT SHOULD ALWAYS BE WHITE.
Trailer Track
: B.50
10 1 11 1 12
1
13 1
14 15 16