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'? .... ...... ... _., .... REQD, CONTRACTOR TO VERIFY LOCATION OF EXISTING GUY _.. .. ........
TO
,,; '�c" WIRE AND COORDINATE WITH ENGINEER IMMEDIATELY WITH ' ;-:
1. NOTES Foal HAS BEEN EEN MADE TO ENSURE THAT THE BUILDING INDICATED IN u
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S .. / ' • . ., \ / ,� \ , THESE DRAWINGS MATCHES THE ARCHITECTS LATEST BUILDING AND c E `
�'� < a / \ / \, �:• ; \ ANY CONFLICT WITH THE PROPOSED SIDEWALK f >' 1 J X : '\ ``\ '`. y FOUNDATION PLAN. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO W 5 R r.. z m
/ i % / III V CONFIRM THE AGREEMENT BETWEEN THE BUILDING FOOT PRINT SHOWN IN THESE C E V E °o -.
/_ �'� ✓ \ I , F�\• X'',r X j�. y. :•?:*• REQD., 24"WIDEN/�F\, k j..:��'. .�\� �X�i> �,';7\ �C �\'\ �,, ul x ��' J•, PLANS ANDTHE ARCHITECTS BUILDING FOOTPRINT AND FOUNDATION PLANS. EaHs „ajar'•`^
^ / / �. `> 'X \ /' �\ �� '°m \' `'F ` THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF ANY O T a
/ THERMOPLASTIC >' • J I RECD., 7' WIDE CONCRETE SIDEWALK yy
�' �: X"• x' k X `1 ;1E . B /VIR.G IIA '� �V / `: / - r DISCREPANCIES ARE FOUND. a O?
` r .. STOP BAR (1"1'P) �y./ �C ) (INDEX 522-001)\', ;t ,a` _ •a N 3
T, • REQD., 7' WIDE CONCRETE SIDEWALK ki .x �%\ Y " �' ` \ �/' �! ' . 1.' ' / \/ �.yi 2. THE CONTRACTOR SHALL PROTECT AND MAINTAIN ANY EXISTING SLOPES AND
x / ,;`. \ / .'p om :�1I(•}�11[1 ' '� \ J:`. I '� �. ✓'k. '� •xl.: APP �DX. V1A7ERLIN_ LOC ON
/x\J:� ,' �'` ;k✓ u : .� �✓ f ' .� (INDEX 522-OOl) �. ✓ �r`/ h, ,: ', ' \ h� ,i I`.: /< ` /'k \; /qP\ ✓ \• '\ �% INFRASTRUCTURES ON THE SITE (I.E. PONDS, INLETS, ETC.).
,n > \ �._,t` ,r. - - ri ,n' �Y, �,r� 0a\ >,!�
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' _JC /�\. /... �. Y: •` ✓� �+l .%/\. h.... -.+:•.X. �' !_ __1..+ 3. CONTRACTOR TO VIDEO ALL EXISTING SEWER AND DRAIN LINES TO ENSURE _
_.
0 - 'x -'= -:-\ +�" _ - - -k --- y-- - THEY ARE CLEAR AND IN PROPER WORKING ORDER. PROVIDE VIDEO TO THE -'K I• ✓ OWNER. c
TCHH,_ .,, . _._-Na0.63•arEaze ar- --I- ! ._ ° �.-
°i@<. _ - - q'E -_�- --as -''art ✓ 4. AFTER THE STORM DRAIN SYSTEM IS COMPLETED THE CONTRACTOR SHALL r C s° Aye • U EHHC ❑ \/ GRAPHIC STALE O w
VIDEO THE SYSTEM AND SUBMIT VIDEO TO THE OWNER FOR REVIEW, c'5
6' UTILITY EASEMENT ORB 725, PG 256 I w� H Ci ! �lC� 20 0 20 'C ,g
UNDERGROUND ( ) ( ) `
N43. 50' 21 E 35 96 ELECTRIC LINES EX. TRAFFIC CABINET>',` S. THE CONTRACTOR SHALL MAINTAIN ACCESS TO THE SITE FOR THE DURATION --,
�: I 4 k DROP J. , *.c
J L / •'' I i'.._ / OF THE PROTECT. NFfET
T \ / 15' LANDSCAPE BUFFER I (� E
SET 5/8' IRC I `.. '\>/ `` :\ ,%<\ 1 Ind, = 20 R I v
(L.B8098) 25' YARD SETBACK e ] I u ': x 6. ALL EARTHWORK SHALL BE PERFORMED IN STRICT COMPLIANCE WITH Z
r•\`�/� -� ,� I 1 y..\ k - GEOTECHNICAL RECOMMENDATIONS. o
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REQD., 5' WIDE CONCRETE SIDEWALK MONUMENT SIGN O _ ;\ ,� , �,' 7. ALL CONDUIT LOCATIONS FOR POWER, TELEPHONE, AND CABLE SHALL BE J rr3
(INDEX 522-001) I N O ( . I ( @ - t' \x ?'J��y\'� ✓ ,y� COORDINATED WfTH ARCHITECTURAL PLANS AND LOCAL UTILITY PROVIDERS.
REQD_. / }
\ I PROPOSED DRY DET&'�TION 10 I U ¢ 9 \ `x^ y NOTES N ' - o
REQD., ADA SURFACE (sEE GILIDLNGPLAN) �? ¢ - `l a I 36- RI A STOP SIGN CrYP.) /' \ Z i ❑ U
Z \ _ 't < & FTP-52-06 \J/ \ `'� /"® ✓ 1. ALL NEW WORK SHOWN IN THESE PLANS SHALL COMPLY WITH APPLICABLE OLn-
I 7 a I I 'RIGHT TURN ONLY' SIGN J ny\ STATE FEDERAL AND LOCAL BUILDING AND UTILITY INSTALLATION CODES.. ,..-. •" o
REQD, 4' WIDE FLUME yam\., y' \
hr� n. \, I - EA. W/ 9 SY CL II RIP -RAP PLUS FABRIC I Q 2�,_ i I I I �•._ \ �� X r 2. NO WORK SHALL COMMENCE, INCLUDING DEMOLITION, UF771LALL APPLICABLE
O ; �\ I ❑ a O>. 8 /` \J`�• '\ >� l� EROSION CONTROL MEASURES HAVE BEEN INSTALLED, INSPECTED BY THE PROJECT LIMIT
REQD., CURB &GUTTER ¢ a z II I ` { / k ° ENGINEER, AND APPROVED. F .
FOOT TYPE F (INDEX 300) I I I x •` \ r
Fv1'` i �.� 3. EROSION CONTROL DEVICES ARE TO BE INSTALLED PRIOR TO ANY CLEARING OR 45
O'' I / \ - \ rn\ r /y \\\...... EARTHWORK OPERATIONS AND SHALL BE MAINTAINED THROUGHOUT
REQD., W WIDE FLUME _
CONSTRUCTION AND UNTIL PERMANENT GROUND COVER IS ESTABLISHED IN ALL 0m) mD ✓/.J. g? I -rn. W W
DISTURBED AREAS.
..a1 A"T" 7" ",y•.,W/ 9 SY CL II RIP -RAP PLUS FABRIC POND SPEED LIMIT
10'
/ ❑ Q STRIPING '- 4. ALL TRAFFIC AND MARKING SHALL BE THERMOPLASTIC WITHIN DOT N0.
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f�I RIGHT OF WAY.
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L I lY�">/` '- !'+ C� 'A >; S I 3 I I S. ALL DIRECTIONAL. REGULATORY SIGNAGE, AND ALL PAVEMENT MARKINGS - * * •'
SPACES �" I I EXISTING BUILDING C° 6/1-8/3.020 z�
�' SHALL BE IN ACCORDANCE WITH THE'USDOT MANUAL OF UNIFORM TRAFFIC W
FFE:17.85' 1P STATE OF W�
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ERER QD ADA SURFACE f
y"RECI A € REQD., & WIDE CONCRETE VALLEY GUTTER
1'\,4 I{Ix ,� y }EQD., 6 MONOLITHIC CURB AND SIDEWALK . '€ ` ' - (SEE GRADING PLAN SHEET C4) LEGEND
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SITE DATA TABLE
STATE OF FLORIDA
COUNTY OF ST LUCIE
OUTSIDE FORT PIERCE CITY LIMITS
ZONING:
CIS- 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"
9100SF/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:
APPRQX. 24,829 S.F.
POND BOTTOMS:
APPROX. 9,583 S.F.
EXPECTED CONSTRUCTION SCHEDULE:
BEGIN:
10/05/20
END:
04/02/21
CRF A CAPPED ROD FOUND
F
m
CRS O CAPPED ROD SET
f
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RIGHT-oF-WAY
- - PROPERTY LINE
-
s
- PROPERTY LINE (ADJACENT)
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F
j
- - - - EXIST. EASEMENT LINE
o
S
i
8
�- EXIST. OVERHEAD UTILITY AND UTILITY POLE
(-GUY EXIST. GUY WIRE AND UTILFFY POLE
-WW EXIST. WATER LINE
_
-ss ss- EXIST. SANITARY SEWER LINE
D
TEL 1 EXIST. TELEPHONE LINE
0 EXIST, FENCE LINE
RWI
EXIST. PIPE
- PROPOSED SETBACK LINE
Q
PROPOSED 24' CONCRETE CURB & GUTTER
E1
PROPOSED 6' CONCRETE CURB
Q
Oa EXIST. CONC. POWER POLE
a •
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ILI
0 EXIST. LIGHT POLE
(D DUST. WATER METER
.1
EXIST. WATER VALVE
CDPC'A^'
O
7X EXIST. FIRE HYDRANT
00
EXIST. ASPHALT PAVING
z =_N.
m M
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C
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N
EXIST. CONCRETE
r
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PROPOSED LIGHT DUN ASPHALT
Ldr
PROPOSED HEAVY DUN ASPHALT
F0
•�y
F•'-1
PROPOSED LIGHT DUN
CONCRETE (BROOM FINISH)
L W
Mil
PROPOSED HEAVY DUN
0
CONCRETE (BROOM FINISH)
F
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70.00'
107.42
m
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15.00
53.00
W
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(LB9U9B)
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FND s/e^1R
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�,• REQD., 90 LF 8' HIGH WOODEN PRIVACY FENCE I
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a/ �F�
I ,1 (NO ID)
1.2g' N
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3.00
45.50
PROPOSED JOINT LAYOUT
,., PROIBCTNO: 1646.20
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0.00
PROPOSED EXPANSION JOINT
DRAWN BY: ZAM(PWM
CHKTI BY: PCl/PWM
PARCEL ID: 2420-221-0002-200-1 I
` I O' E O° OO PROPOSED
>�,
k
I
.� OWNER 1:KHADIJEH RAMEZANI GRACE
SITE ADDRESS: 3704 ARNOLD RD I
PARCEL ID:242D-221-00D4-0O0.1 I
I
CONTFiACTION/SAW CUT
SHEET NO:
. ''\
.
I
VACANT
OWNER 1:SYLVIA E PENALOZA
4.00 9.50
Jot
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N -\{j
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II
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SRE ADDRES5:3700 ARNOLD RD
SINGLE STORY RESIDENCE
I
WB-67
feet
STRIPING NOTES
C2
\
.\
Tractor Width
Trailer Width
8.00
8.50
Lock to Lock Time
6.0 STRIPING ON CONCRETE SHOULD ALWAYS BE YELLOW.
I '•,
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Steering Angle
28.4
SITE PLAN
\ ,I/
I P_R `� -��_`�
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Tractor Track
8.
ArBclating Angle
75.0 STRIPING ON ASPHALT SHOULD ALWAYS BE WHITE.
.
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:8.50