HomeMy WebLinkAboutSurveys STORM WATER CRITERIA: REMAINDER OF
NO
N AUDIT ONLY.BUILDING AREA PROPOSED,INPERWOUS ARG THE N.W. 114 OF THE N.W. 114 OF THE !
• EASE
LO.C.SEOWN 7.O7.O.RATIO(bl PER 10,NEW N.W. 114 OF SECTION 8-35-40
IMPERVIOUS SURFACE. ST. LUCIE COUNTY, FL
• SITE PLAN PROPOSCS 478 S.F.XCW IMPERVIOUS ARE
476N X E-956.E REOUIRED NANAGED TREATMCNT AREATENSE_ - - I
I,R59°I PROVIDED a R56°I REQUIRED 1 II NORTHWESTERLY 215.55' EXISTING 6'H CHAIN LINK -
NO3°0650 W 225.30'(G) o-0
1
EXISTING
EXISTING 6'H CHAIN LINK FENCE POWER POLE
r K -XIST,s•H LANDSCAPE - -
CHAIN LINK EXIST. CONCRETE '''i/ 1 -EXISTING
O LANDSCAPE _ . FENCE ----7- ---
-- -
O
CONCRETE
ALL
NDSCAPE B FER-
3 I 50.
1 STORM WATER NAIUE0 1 //T 7r• r CJ
TRGTENENF AREA
\ Q 41 i AREA I.939d
4 O�1 I /I ,///i///i/rl i •o• Id o• a C �j// MR
Zm1 / // //) -PROPOSED PA kING-I / // / o 1 �^ ncrnv y aYt— I °L.U.I C UI 1 I %/!i%/�i%//) - PROPOSED 3O'Da12'W ct �' I I _f '9-_ _ I f'�-r
N LANDSCAPIE /'i/%//%//� �I LOADING AREA 14'H CLEAR Jam,-.;-n'• �-!�'I�'I
,• / /�i� � �
CONCRETE �I, EXIST.ASPHALT PAYENENT / / /j%/�LM/ ///i1b \I m� I I_ p, I a
-__ .._.__— .._..__..__ /may\\YI//G _ EXIST. CONCRETE WI / \ ,a CONCRETE - `•
NEADw°LL .I
--- / ��✓tlLa a
UE EXISTING / I g ti
y1 1- NAIL go77Xff���
IN O i ! �i�i//ii/// T. CONCRETE ZI T °
3 a cc ------ — -------------- —---—————— _L
C0(D 25" €TRAC K - - - — ZR ROP �n �
BOO
1 BIKE RACK
// ^�
lil i .1 = / ///l/ EG ST.
= OSED
151LANDSCAP BUFFER ----------- ;----_--_-- ________ _ _ _____r___ __ VAULT
1- ---------- --------- -- ---' ..
---r-------- -- IS/
y. Y
�
e/ "/ w NDSCAPE
... STOP BAR _ IS.p. I'.'•'• DSCA .'1
.c -- ------ ------------------- _ ::iEiE E�111-nuwmu..E,nu�E�E�u�nm u' iiE uCl .
WEST RIGHT-OF-WAY LINE ....NO 0`20 56 E 225•00 G 3)SIGHT TRIANGLE PROPOSED NANDICpP 30'SIGHT TRIANG y�
LE '''''''' .'.'1 PARKING PARKING SIGN
1 OF N 391h STREET(fl) 4:: 'may.': SOUTH ZT5r(R) :.1 CONCRETE
jEXISTING
�' `" `" `" °` �• ., ''1 EXISTING CULVERT
POWER POLE
STOP SIGN
EXISTING - p POWER
G ''I
SIGH LANDSCAPE AI POWER POLE LANDSCAPE
EXISTING SIGN-J/" •'.i���y' EXISTING SIGN
I
EDGE OF PAVEMENT "N EDGE OF PAVEMENT f
N_S�th _ St . _
ASPHALT PAVEMENT ASPHALT PAVEMENT Y I ASPHI
APPARENT 70' RIGHT-OF-WAY 4 I
EDGE OF PAVEMENT I I
E I
I
All-
6 s •.
° e o ro I� a�•°e
aPROPOSED 30'Dx12'W
LOADING AREA 1 4'H CLEAR • �� ar
EXIST. CONCRETE EXIST. ASPHALT PAVEMENT
jILZ
s 31'-21' u / ✓� // //
2 40-O
_ �J PROPOSED j j jjj j jj j j/
BIKE RACK
0 2LLA
,_, • • - -� STOP
Y,/IA / /l AM 1,Ifi A �
iiR kya 4 MUM i
/ 15 ' TTRAt.G�E � .`tS.] S HT TRIANGLE PROP� �2
:
SOUTk 225' (R) PARK
o,W o,W o,W
o.W
o'N
STOP SIGN 1
EXISTING
POWER POLE
EXISTING SIGN \� cq EXISTING SIGN
N39t St .
APPARENT 70' RIGHT-OF-WAY
KEf:TAfNDEc CIF
TGRM WATER CRITERIA• THE N.W. 1/4 OF THE N.W. 114 OF THE
• NO A001TLONAL BUIIDlNGjEAED,IMPERVIOUS AREA N.W. 1/4 OF SECTION 8-35-40
INCREASE ONLT.
_ O C,S CT SURFACE..07.09ER 1st)NEWUIS
SITE PLAN PROPOSES MPERVIOUS AREA Y4T6°I% 2 956sfAGED TREATMENT AREANORTH PRO"GD > RED NO�A05,5ol1W W TER`"
1 V VV:J
j
EXISTING 6H_CNAIN LINK FENCE ,-EX
y cHAN'LINC EXIST. CONCRETE _
O LANDSCAPE FENCE - --'
O -- -- -
O ' _FER ----- ------ .
J NDSCAPE B _ __------- - j f
10 1 /
/ i
STORM WATER MANAGED
TREATEMENT AREA / ////f
L'7 I AREA
L.
{ O , /i
�1
0m1 PROPOSED
ILI
t:I W U O V 1 //r PROPOSED 30'Dx12'W
_v 1 ,i/,,% i//
W NI 'LANDSCAPE !// ///i/ / LOADING AREA 14'H CLEAR
s W P/ EXIST. CONCRETE i EXIST.ASPHALT PAVEMENT
.c
l O 1 I \ ✓�///J///f.
IN 25'L TBACK ---------------
W 1 . BKE'RACK
15'1 LANDSCAP _-___-__--
BUFFER
---r------ ----------- - -- --- ---------- -----------� - 7 -..._.._
Z i
L + + p.� a a
' u STOP BARvi
•;1S.p.
EXISTING __________�-_ __ _ - '..�T.. v-.'... .., _ � .•
POWER 15' SIGHT'TRWNOLE. I 11 - I-� SI'SIGHT TRIANGLE -- -
POLE WEST RIGHT-OF-WAY LINE 0"2O 56 5 225.00 Gi -I
OF N 39fh STREET(R) - SOUTH 225' (R) I-.
STOP SIGN
EXISTING
I SIGN m LANDSCAPE EXISTING
POWER POLE \ --•-��
EXISTING SIGN �EXISTING
EDGE OF PAVEMENT—,
AVEMENT -�
•. \ 1fT
ASPHALT PAVEMENT
% APPARENT 70' RIGHT-OF-WAY
a
EDGE OF PAVEMENT� EROSION AND SEDIMENT CONTROL NOTES:
I 1. CONTRACTOR SHALL TAKE APPROPRIATE MEASURES TO MINIM2E RUN-OFF FROM THE PROJECT DURING CONSTRUCTION TO ADJAC
1 AND STREET RIGHT-OF-WAYS.APPROVED METHODS ARE:
A. 6"-12`EARTHEN BERM ADJACENT TO PROJECT PERIMETER
A.D.A. DETECTABLE HANDICAP SIGN 441 W MIN. B. SILT FENCE INSTALLED PER F.D.O.T.INDEX 102
WARNING'SURFACE, PER F.D.O.T., SIDEWALK, TYP. 2. EXISTING CATCH BASINS IN STREET RIGHT-OF-WAYS WITHIN SD FEET OF PROJECT LIMITS SHALL BE PROTECTED WITH BALED HA
TYP, u FTP-26 TYP. F.D.O.T.INDEX 1D2.EXISTING CATCH BASINS NOTED SHALL BE CLEANED AFTER CONSTRUCTION OF PROJECT.
G' CONC, CURB MAX. ag _ 6•FT.:tJIDE ANGHOR:EA'
PER PLAN, TYP. i�� 6 •CONC_ 'WHF,1_L-STOPS, 3. CONTRACTOR SHALL MAINTAIN ADJACENT STREETS AND SWALES IN A CLEAN AND DEBRIS-FREE CONDITION,
CURB MAY NOT - ,',Ly •, 'CENTERED,•T'YP. 4. PRIOR TO START OF CONSTRUCTION,AN ENGINEERING INSPECTION MUST BE SCHEDULED ID REVIEW CONDITION OF R/W.A FlNAL
NCROACH SPACE INSPECTION IS REQUIRED AFTER CONSTRUCTION TO CLOSE OUT ENGINEERING PERMIT.
a I NOTES:
I. ALL LETTERS ARE I U2" SERIES"C'
6'-O" 5'-0" 5'-O 2.TOP SIGN SHALL HAVE A
tl (3)6" WIDE i - REFLECTORIZED BLUE LEGEND WITH MADRIX HEA
O PAINTED LINES WHITE REFLECTORIZED LEGEND It
(WHITE) PER ° BORDER, OR APPROVE
FDOT INDEX NO. 6" WIDE PAINTED 'mob°WIDE PAINTED 3.BOTTOM SIGN SHALL HAVE A HARDENED PI
17346 (TYP.) R .1 STRIPES (BLUE) { STRIPES(WHITE) REFLECTORIZED WHITE BACKGROUND RIBBON,
PER FOOT INDEX PER FDOT INDEX z o ns WITH BLACK OPAQUE LEGEND 6 BORDER. RACK SET IN
y# No. 17346 (TYP.) L No, 17546 (TYP.) m MONO-FOOT'
u 2'
I 2°x2°SQUARE ALUM. POLE W/ q° TAX. CONC
6° WIDE PAINTED END CAP. PAINT POLE,BACK AWAY FROM
STRIPES _ I OF SIGN BLACK. (TYP. ALL
(WHITE) W bx6 W.1.4x
` p TRAFFIC 51GNAGE)
PLR FOOT INDEX ) tl MONO. F'TG'S
No. I7346 (TYP.) GRASS SETTING
;I
•x (ACC-ES IBLE) (STANDARD) ALUM.SLEEVE W/ALUM. ZINC
CHROMATE COATING SET
SLEEVE V-0" INTO CONC. PIER,
/✓////ham EXTEND 6"ABOVE CONC. PIER,
/1 fi FA
FASTEN SIGN POST TO WELDED
E HN
3'OR 5'HIGH A.D.A. COMPLIANT HANDICAP SLEEVE W/ALLEN HEAD SET WELDED ON
SYMBOL(OPTIONAL)PAINTED ON PAVEMENT m }- /A�vA��.�j SCREWS. (4 5CREW5 PER AT EACH EN
(WHITE), PER FDOT INDEX NO 17546(TYP.) m .3 SIGN.) IN CONC.
+4ANDIGAP PARKING SIGN TY
TYP. PARKING STALL ° SCALE:
SCALE: N.T.S.
SCALE: N.T.S. V 102�coPrwmr* Msxn6eT 66uce eeuxsc:.I°c.Au weals vcsc6°m.Fua
j
-- — V ) /
PROPERTY INFO:
PROPERTY IDe 2408-222-0002-000-4
-_-__------ I ABBREVIATED B If 40 B AT w
DESCRIPTION® LEGAL R/A INST S 39 STAND p/11
R) EXISTING 6'H CHAIN LINK FENCE _M- - I METZGSR R4 TH S 225
FT.TH V 87 FT.TH
MFLY z2S.35 FT TO 9
1 I-V° ) R CER So ME2 RD 1H S
1 33-A)
1 XISTIHG
POWER POLE -
1 I
48 23 GR
3785 2B75)
LANDSCAPE_I EXISTING a ZONING:
CONCRETE a o
HEADWALL I ¢ LAND USE OFD(INDUSTRIAL)
O TONING CLASSIFIC. D,(IIOUSTRIAL 1aGA]O
1 STORY
FLOOD ZONE FEMA%on'x
O
X0 ( a
% •/�' %% �� ) 7i illy COYHGCS IN I,OF SITE
TOTAL LOT AREA 20,81z 100%
MAX.ALLOWED 10.406 W.-
'/ IXISTING 4.500 21-ex
tn
3 Arm"
z I a Ix a ¢ Imsrwc
a PERVIOUS B.04o 4l.5x
IMPERVIOUS 7.072 36.9x
J O BUILDING 1.780 8.6%
Iyy LANDSCAPE I GD y U covadfD PATIOS zaa0 au
o Z: ¢ w V l •. ••' W I m I W � w P80VII)EO AREAS
PERVIOUS S.1B2 38.3x
EXIST. �; N Q IMPERVIOUS 8,150 39.1%
m V a
TTE E_ EXISTING 0- au1LDMG 1.760 8.5%
CONCRET / q
HEADWALL � 1 COVERED PATIOS 2,749 131x
EXISTING '\"i9 �y��g�
Q 1 I
1 ;- I PA10@rC 7Ixiu1Rffi!
T CONCRETE 1 MAIL BO I AUr01•IOBILE SALES(CODE B41 d�it1. 8
7 LIGHT INDUSTRIAL CODE 101) 1De95p 2
—� 1 F •uCON S- LLA PARXING P®VID1LD(COlet Bil) B
z I LEGEND
E%IST.
of GAS I
O ' PROPOSED ADDITIONAL
D SCA
LANDSCAPE AREA
M - DS
PROPOSED—CRETIJ
{PAVEMENT AREA
_ ) PAVEMENT MARKING NOTES:
HANDICAP 3aS�HT TRIANGLE
,
PROPOSED v PARKING SIGN 1 ALL PAVEMENT MARKING TO BE THERMOPLASTIC UNLESS OTHERWISE NOTED �>
PARKING O (TEMPORARY MARKINGS TD BE TRAFFIC PAINT).
EXISTING ICJ,vG 2. ALL PAVEMENT MARKING TO BE NON-LEAD.
POWER POLE w.E
S. ALL PAVEMENT MARKING.SICNAGE AND R.P.Ma SHALL BE PLACED IN
ACCORDANCE WITH SAINT LUCIE COUNTY ENGINEERING DIVISION'S STANDARDS
e.. I AND SHALL MEET THE-MANUAL ON UNIFORM CONTROL DEVICES'
LANDSCAPE c a (M.U.T.C.D,)REQUIREMENTS.
4. ALL SIGNS(RI-1.R2-1 h 03)TO BE HIGH INTENSITY(DIAMOND GRADE)
IGN 5, PARKING SPACE LINES TO BE 6-W111E.
EDGE OF PAVEMENT I
6. ALL MARKINGS IN BRICK PAYERS TO BE 6-THERMOPLASTIC OR APPROVED
EQUAL
1 UTILITY NOTES:
ASPHALT PAVEMENT 1. THE LOCATION OF FROM
THE UNDERGROUND UTILITIES SHOWN HEREON HAVE 9
BEEN PREPARED FROM THE MOST RELIABLE INFORMATION AVAILABLE TO THE
'iALT PAVEMENT ENGINEER.THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THE ACCURACY
—� OF THE FACILITIES SHOWN.
2. THE CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY THE LOCATION AND
DEPTH OF ALL EXISTING UTILITIES PRIOR TO COMMENCEMENT OF
CONSTRUCTION.ALL INSTALLATIONS SHALL BE MADE IN SUCH A MANNER AS
EDGE OF PAVEMENT I NOT TO INTERFERE WITH EXISTING OR NEW UTILITIES,DRAINAGE OR ROADWAY
CONSTRUC710N.
1 CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO SAFEGUARD ALL
WXI FLORIDAEXISTINGG STRUCTURES AND UTIUTIES,ANY DAMAGE CONE TO EXISTING
CAL b HOURS BlTBfE Dc N F I �'• UTILITIES SHALL BE REPAIRED BY THE CONTRACTOR AT NO EXPENSE TO THE
T PROPERTIES ; �If(''-- SUBJECT UTILITY.CALL-SUNSHME-(1-800-452-4770)48 HOURS BEFORE
( DIGGING."
d. THE CONTRACTOR SHALL MAINTAIN AND ADJUST ALL EXISTING MANHOLE
COVERS,HANOHOLE BOXES.METER BOXES AND VALVE BOXES TO FINISHED
BARRIERS PER
GRADE AS REQUIRED.
ITS THE lAtl'
811
...... 8Dl ONE GNL OF'U"A Dote:
ENGINEERING
ITitle: TT;;
V NUIMBER or LDOOPSING N 1� �— SOUTH.G 2`
& TRAPENTs To
- 1-O 1-6-
DUTY WINDER 0- /LyT� y 3901 a�EizLEL TRUCK
EQUAL.2 3l8°m E STEEL _/ \N FLAN FORT PIERCE,'Ft
S} �)
E BICYCLE S 33
BIC
G. -0"
FAIR
LON
i
1HlPAINT FINISH -
SLAB (SLOPE-
® BRUCE CEL)ENSKIN C".
c
LDG.TO DRAIN.))
® architecture I �
CONCRETE, 4000 - .+ 1 � ® Des7gn 8. PSanntng
EACH PIPE T-51 AT 25 DAYS N'°t,'., / d'!' 30A5 North Federal Highway,Eking 42•Sude
NC91LB#62,91U
CA#&v6L+U1234 Fort lauOerOaie.FL 333DB
12"STABILIZED BED - PH:^54)917-5781 FAX,f954)917-
::'Ky* MIN- LBR.4DX, C15X �_ _•� / soot: 350i
Xfrusx`7rk,..'?rv,, MAX. DEN5ITT OF it �- .' i9 93252
AASHTO T-180 .. „`" Dv1I Pro7—
ED ST"L" STUDS, BC 21-004 `�•
SIDES OF PIPE TYP. CGETE
SIDES
BE EMBEDDED DP Sral.!
) AS SHOWN
' GH�k"'
B PAVING IKE RACK DETAIL TAIL BC ro
SCALE: N.T.S. --' Iader drAN,l (�
.T.S. BRUCE CELENSKI eae"a S��
oa>ARra TNTaCOF.«..Hm az mconucm w 4xr.moo!eRN9uT PCR«�svox. f A.I.A. 03-30-21
I '