HomeMy WebLinkAboutDriveway & Sidewalk Plan.i- ., I•, rY;
DRAINAGE CALCULATIONS
ST. LUCIE COUNTY, FLORIDA
31TE CONTAINS 34.300 SQ.FT. OF TOTAL AREA = 0.787 ACS
I 1/2' OF PRETREATMENT RUNOFF OVER ENTIRE SITE YIELDS : 7369 COMMERCIAL CIRCLE
FT" PIERCE, FLORIDA 34952
(34,300 SO.FT.) (1/2") (1 FT/12 IN) = 1,429 CU.FT. = 0.39 AC -IN PARCEL IE) # l 335-802-0047-000-5
;TORAGE IS TO BE 1,546 t CU.FT. OF NORMALLY DRY RETENTION POND ADDED TO NEW LEGAL DESCRIPTION: LOT #25 IN BLOCK "B", KINGS HIGHWAY INDUSTRIAL PARK UNIT 2,
SITE TO COMPLY w/ CITYS REQUIREMENT OF 1 /2" OF RUNOFF OVER ENTIRE SITE. ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK #32,
)ER USDA - NRCS SOILS REPORT, SOILS FOR THIS SITE ARE "ARENTS - URBAN LAND PAGE 5A, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA,
COMPLEX' w/ WATER TABLE 24" - 36" BELOW GRADE & LIMITING LAYER OF SOIL CONTAINING 34,300 SQUARE FEET OR 0.787 ACRES, MORE OR LESS.
TO TRANSMIT WATER AT 5.95 TO 19.98 IN/HR.
51TE LIE5 WITYHIN FLOOD ZONE °r, ACCORDING TO THIE FLOOD IN5UR4NCE
RATE MAP, COMMUNITY PANEL # 121 1 1 CO I GO J. EFFECTIVE DAT- .
SITE DRAINAGE NOTES: PARCEL ■-ED_ .# 1 a05 - 802 Y I G, 20112.S-Z _ 000 -
NOTE: EROSION AND SEDIMEN-
L.ARR-=AUIREMENTS REQUIRED ACTUAL CONTROL - CONTRACTOR IS
1) FRONT HALF OF SITE CURRENTLY DRAINS TOWARDS THE ROADWAY. THE DRAINAGE SYSTEM IS BEING ZONING -> -a' (INDUSTRIAL LIGHT) RESPONSIBLE FOR PROVIDING
REVISED TO RETAIN 1/2" OF RUNOFF FROM ENTIRE SITE ON THE PROPERTY BEFORE THE STORMWATER LOT DIMED7SIONS AND MAINTAINING EROSION
LEAVES THE SITE, BASED ON REQUIREMENTS OF THE CITY OF FT, PIERCE, IN A NORMALLY DRY RETENTION LoT SaE (MIN.) 20,0D0 SOFT. 34,300, SOFT
SWALE, MORE TEHAN 12' ABOVE SEASONAL HIGH GROUNDWATER TABLE (S.H.G.W.T.), LoT wwTH (MIN.) IGO FT. 14D FT. AND SEDIMENT CONTROL
LOT FRONTAGE 1",) 60 1-,. 140 FT. USING THE LATEST F.D.O.T.
2) SITE MODIF1CA-DON REDUCES THE FOOTPRINT OF THE AMOUNT OF RUNOFF DIRECTED BACK TO THE ROADWAY STANDARDS. BALED HAY,
DRAINAGE SYSTEM, WHICH GOES TO TEH LAKE ON TSETBACKS FROM PROPERTY LINES STRAW, AND SILTATIONF E HEST SIDE OF THE PROPERTY. FRONT (VN.) 25.00' 4z00' BARRIERS WILL BE INSTALLED
T REAR (MINI.) 20.00- 153.00' WHERE NEEDED TO PREVENT
3) DESIGN FOR STORMWATEP. MANAGEMENT SYSTEM (SYJMS) IS BASED ON REQUEST -BY CITY OF FT. PIERCE 0 SIDE (NIr.) IG.Oo• lzoo'
RETAIN 1 /2" OF RUNOFF FROM ENTIRE Slit, AND TO RECOVER THIS VOLUME WITHIN 72 HOURS.. SUE CORNER (LAIN.) 2o.00' N/A SILTATION
OF ADJACENT PRRIGHT OF
LOT COVERAGE 4 WAY, WETLANDS AND
4} SITE IS 0160. SD FIX 11.Y FLOOD ZONE X. WITH NO BASE FLOOD ELEVATION, PER FEAfA F_I.R.P . COMMUNITY 1211 iC, MAX ELOG. HEIGHT S0.OD' < r000' WATERWAYS. THESE WILL
PANEL 0160, SUFFIX J. DATED 2-16-20i2. Max. LOT COVERAGE SO.= 6.12% REMAIN IN PLACE UNTIL
5) ALL ELEVAT:ONS SHOWN ON THIS PLAN IS BASED ON NATONAL GEODETIC 'VERTICAL -DATUM OF 1929 (N.G.V.D. - 29), GRASSING OR SODDING HAS
FROM ST. LUCIE COUNTY BENCH MARK. BEEN ESTABLISHED OR UNTIL
LOT 24. BLO K "B" SILTATION AND EROSION ARE
6) . SITE PLAN & DRAINAGE DESIGN IS BASED ON SURVEY PREPARED BY ALEXANDER J. PIAZZA PSM, INC. LAND SURVEYORS, I 4 (ancusm) NO LONGER A THREAT TO
5 :
PROJECT #07-0057-2, DWG. C-097, DATED 02-20-2007. (f0 LR LING Y!!L-0N !W'a FROPEIMLI+ ADJACENT PROPERTY AND
7) PERMIT IS A MODIFICATION TO ORIGINAL COMMERCIAL PARK PERMIT SFWbiD PERMIT # 56 - 00599 - S - 10. 5 EXISTING INLETTO MAJOR RETENTION POND
�iVO '' WATERWAY
CONTINUOUS F CE BARRI A NI
a EXISTING DRAINAGE SWALE 2 (PERIMETER OF LOT INSTALL PRIOR TO ANY
8) RECOVERY FOR SOILS, PER SCS SOILS SURVEY FOR CHOBEE LOAMY SAND, DEFRESSIONAL, IS 0.20 IN/HR. 12 OF
STANDING WATER. WILL TAKE, AT THIS PERCULATION RATE, OF 12" / 0.20"/HR. = 60 HOURS. WHICH IS LESS THAN CONSTRUCTION ACTIVITY TYP.
72 HOURS. • -
'OCCUPANCY-: !�
2ER FBC-14, BUILDING CODE, THE OCCUPANCY IS OFFICE%WAREHOUSE, OCCUPANCY CLASS F-1 FOR WAREHOUSE SPACE.
THE OFFICE AREAS ARE BUSINESS. PEP. FBC-14, WITH LESS THAN 50 OCCUPANTS, ASSEMBLY AREAS ARE CLASSIFIED
AS BUSINESS (B) OCCUPANCY.
:ABRICATION (F-1) SPACE IS LISTED PER TABLE 1004.1.2, # OF OCCUPANTS IS 1 PERSON/200 SO.FT. GROSS AREA. THE
WAREHOUSE (FABRICATING) AREA IS 888 SQ.FT, WHICH IS 4.44 PEOPLE (USE 5). OFFICE SPACE IS 120 SO.FT,. 'WHICH
ACCOUNTS FOR 1 PERSON / 100 SO.FT., OR 1.2 PEOPLE. (USE 1 FOR OFFICE)
-HE NUMBER OF PARKING SPACES PROPOSED IS SIX (6) (FIVE (5) STANDARD STALLS & ONE (1) ADA COMPLIANT STALL) --
REQUIRED - OF STALLS IS 1.3 STALLS PER 1,000 SQ.FT., OR 2,100 SQ.FT. (1.3 SPACES / 1,000 SO.FT.) = 2.73 STALLS
(USE 3 STALLS.).
317E IS SERVES) BY POTABLE PUBLIC WATER AND PUBLIC SEWER, PROVIDED BY FORT PIERCE UTILITY AUTHORITY. SITE IS
. ALSO PROVIDED WTH NATURAL GAS, BUT THAT CONNECTION IS NOT ANTICIPATED AT THIS TIME. SITE IS NOT SERVED
WITH ELECTRICITY BY F.P.U.A., BUT IS SERVED BY F.P.L.
31DEWAI-K IS NOT BEING INSTALLED -- A REQUEST FOR THE "PAYMENT IN LIEU OF" IS BEING SUBMITTED UNDER SEPARATE
COVER TO COVER COSTS OF BUILDING THE SIDEWALK SINCE NO SIDEWALK EXISTS ON EITHER THE NORTIH OR SOUTH
PROPERTY LINES TO TIE INTO.
BOTTOM OF BANK O EL 1S.W
�- TOP OF BANK 0 EL Mw
Id. R
1T4.CJ' ti-S
OE-tY
IOs..afIG'
S:KC.WT. O C. 1350'
SEC ■ 1 O N ••A•• SCALE :
CROSS-SECTION OF NORMALLY DRY RETENTION BASIN
N 89" 00, 51S" W 'JY1 m.*M_00•
EDTTMt OF SAW. O EL ,SOD' (NO10--•9)
7 P OF BANK Q EL Moo' (fL ,hP24
^3
OT 25 BLOCK "B
(NAWFW) i
ZONED
"v- MRS (TYPKW
-:Oar ' 'm I I \
)uMPSTER --q
t2'xis- I L] IO
e
otG°..�
=19Ir."i
" �r.
�1200'
A1s
,aSG
__Z3
feo
o'^
° c W
"�
NR1 L r
BLnnwG
LLNIT B
9 B9, 30. 55" E 245.00•
LOT 26, BLOCK "B"
(Dram a))
(NC Bu=mG mum ice
CS PROPERTY LINE)
ZONED -R-
LOCATION
MAR?
AREAS
SOFT.
ACRES
i
%-AGE
BUtIDiNG FOOTPRINT
z100
0.G48
6.12
SIDEWALKS
505
0.012
7.47
PARKING
6,276
0.143
78.12 '
TOTAL WIPER1,10US
8,821
0.203
25.72
NORMALLY DRY SV1ALES
4031.
0.047
5.92
GREEN AREAS
23,448
0.537
68.36
TOTAL PERVIOUS
25,479
0.584
14.28
TOTAL SIT' AR
30. 00
.787
10 .
9
s
ELEVATIONS UPDATED TO
COMPLY WITH MASTER
SYSTEM PERMIT
NEWWAREHOUSE
7369 COMMERCIAL CIR.
FT. PIERCE, FLORIDA 34982
PARCEL I.D. #1335-802-0047-00-5
EXISTING DRAINAGE UNDER COMMERCIAL
CIRCLE .SURVEY TO PROVIDE SIZE I F REQUIRED
4:
9eTG {NO1,iK tSYN160L5 e
J BBSTJtC GRADE 0;60 20
/4M KQPOSM MACE (NMO - =1 ,""
/
4 / G`A4ASON FW N."A-29 :.G
y///❑
9 R LF "tE'
N.bD_w IS -1=
4 G' S
9 - PROPOSED SAM ARYj
OI END
CREF
LSNP HOLE
CASM41 PER MCANOM
2722TO pp°FO�, SANITARY
CLEAN (SIT TO GRADE
I'RLY'SID PotAelE'
WATEi GEIFR & ' .
aAaL-Ftc7rPREva+iER
. iLA1P. LCGTIW
\CONSTRUCTION
ENTRY POINT AT
LOCATION OF FUTURE DRIVEWAY.
t
CRUSHED ROCK GRAVEL INSTALLED TO
AIDE SOIL TRACKING PREVENTION.
'�
SCALE: C - ZW
DAVIS CONSULTING &
NEW WAREHOUSE SITE, GRADING 1 17047
AND EROSION CONTROL PLAN Sp_7
Il m
I-1/Y TYPE 5-I
ASDX.LLTCp STRUCI RAL COURSE
ASPHALT NE!i COURSE
11
ASPHALT PAVEMENT
NIS
6' %YOE 'D' CURB TAPERED IN
HEIG14T TO FLUSH 1ITH EDGE OF
TSTING ROADWAY PAVEMENT
\ PROPERTY LINE
R-o-w
l�
■
I I
f rs.om
.ans c�al:mc
oneY ecuua.' � .w..ae
WE
SGN IL 24' STOP DAR
PER F00T INOER 11860,
1T0026lT
!U
■
SUP -RASE • COTAPAChED SUGrRADE
TO 982 DRY DENSITY PER AASHTO
T-180
BASE L OPTIUYAL BASE CROUP 13
PER FDCT STD. INDEX r/ PRIME
COAT
�L3ltliR L �,ZslyS(1� 2ci L_eS�2(tg�: T$' TYPE � sP
(7RAFm,lC LEVC 'C') x/ TACK COAT
S,y, tLL3C);ILFACE CI�$f,,1R$ 1' FRICTION
COURSE F6 9..5 sP 9.s
3
i 6' WIDE A`RE THERMOPLASTIC REFLECTIVE PAINT STRIPE
'1F.0 INTO EXISTING STRIPE BOTH SIDES OF MVVIEWAY
QETAIL "Y" —PAVEMENT AT ENTRY E3FZIVE
SCALE : N.T.S.
FINISH GRADE
�8'
I b I 1-1i12' S-III APSHALT
i I 2' RADIUS
a f
•� a MIN. UMEROCK
IT
COMPACTED SUB -
GRADE TO 981, hIIN.
TYPE 'D" CURB (6" x 18') AAS14TO T-180
NTS
EDCE OF
EDGE OF PAVEMENT PAVEMENT
smP
36' STOP SIGN (R1-I)
24 YBUTE 3 = PER FOOT INDEX 1186E
VOLE7.FW6LE 17302YELLMO-STOP BAN 4 N8' MINPLAE & - 12' NAX
AX
Y/'I RAYS PER e' WN i
FOOT INDEX 17346 11 YIN
I
• ALL STEPPING m BE LEAD-FREE ' -;•
TMERMO-FLA-PLASTIC PER FOOT INDEX '
NOT TO
■
0.20” HT. FIBERGLASS OR PVC WARNING STRIP W/
2.15' SP CI LLL �vT DETECTABLE TRUNCATED DOMES PER
2.35" SPACING ' �_LIR �AWFT.H, I AMERICANS VATH DISABILITIES ACT
I ACCESSIBLE GUIDELINES (ADAAG) -
SEC. 4.29.2
TOP 0% OF
_�
' OF BASE DiA.-I r0.2"
ALIGNED IN ----- J
SQUARE cRc 0.9"
PATTERN
ACCESSIBLE PAVER BRICK DETAIL
1• IN ADDITION TO CURB RAMPS TRUNCATED DOMES ARE REQUIRED
AT ALL AREAS OF PERIL
DETECTABLE WARNING RAMP IN CONCRETE SIDEWALK
PER FDOT STD. INDEX 304. OPTION "A" (NOT "B")
YYhR
r B" CONCRETE (3000 phi, 280A STRENGTH)
% (EXPANSION JOINTS AT 3Cr CENTERS AND
/ CONTRACTION JOINTS AT LOFT CENTERS)
6' CONCRETE
-'a�5'�• •�ln V����y�2�~
B" •�AiYls 11 v'�;:s ws�iY.,.�.^�l Y'::\,r
CONTROLLED -ILL (FBV 50: STABUUTc
.r;2' C,^. :'?' - `r +; • .Y AS NECESSARY AND COMPACT TO RAN. 98X
' DENSITY PER AASHTO T-180)
CDIAPACTED
SUBGRAOE
CONCRETE PAVMENT SECTION
NOT TO SCAM
----- -
=-T -- C--------
Rn1-.- Per
Semrmry a1
SECTION VIEW
FDOT INDEX 272 & 273
MITERED END SECTIONS PLAN NEW
SCALE: N.r S. /v
3
W
■
M
I
—GRATE ELEV. 16.50'
—Y7cIR A ELEV. 16.OW
- ALUMIJL SCON BAFFM G'
OFF FACE OF SRiUCTURE
tiA'1 ATTADIED TO SAGI1
v/ (5) 1/4'0 1 3- TAPCDIS.
EYfNLY SPACED ./ 2- LM
EDGE D5:'ANCL EACH EDGE
BOTTOM OF BASIN 2
ELEV. 15.00'
B- 4'-8' A'
15"0 C.M.P. IN
FAR WALL OF BASIN
I INV. ELEV. 14.00'
1z'
TIP. L —STTM. ELEV. 13.50'
TpEAVFI AL, ,,�„,,,'
" NFr eELDeI59a� -
IelASNED ' JE : �T
(DEPTH = 12' Mel
CONTROL STRUCTURE
DETAILS OF MNINAGE WTFALL STRIJC7URE SCALE : N.L&
■
GRADE
FRAME & LID FOR 8"0 PVC -
VERTICAL PIPE, ENCASED IN
6' THICK CONCRETE PAD, 16"
SQUARE, w/ (1) #40 BAR ALL
SIDES AROUND FP•AME & LID
8"0 45' ELL-
8"0 PVC @ 0.4% SLOPE
,7- 8"x8'x6" S VC. WYE'
' 8"0 45' ELL
HAND -HOLE (LAMP -HOLE) DETAIL
SIGN - NO. F� 25
BOTTOM 0= SIC`: 7' 9E
3 -. PLACED ON WALL 7 O
ASCII: i2 u
GRAIDE --... -- 5 ,N
"j
PARxWG BY
DISABLED +
•1 PERMF. �..._
ONLY FOOT INDEX 17358
_.._.1 j :i HI^u'i HaNDirpp
- ` \ YL156L al'ITERED IN `
STAL_. (BLUE PAINT) k
\ NOTES:
i. TOP PORTION OF FTP 25 SHALL HAVE A
REFLECTIVE BLUE BACKGROUND WlFH WHITE
REFLECTIVE SYMBOL & BORDcR.
2. BOTTOM PQRRON SHALL HAVE A REFLECTIVE
.%ii TE BAM,RIjNO WITH BLACK. U?AQUF
LEGEND d: BORDER. `I I
3.FTP 2S !RAY BE FABRICATED ON ONE PANEL 1 �
4. FIP 25 15 F"CR USE VMERE SPACE IS UMI TED. ry..-/•
5. F TP 25 !S FDOT STANDARD.
HANDICAP PARKING DETAIL
NOT TO SCALE i
�CNC..`�LVAHEEi
V
T,HITE 3" O.C.
o w 6P0 rR6n sum FORPD.nT DAVIS CONSULTING & ENGINEERING,LLC
NEW WAREHOUSE (m) "-Em
1 ;° w ; 0I. 159FDi0iPD°IR, REVISED PEii5iNL000wENi6 7369 COMMERCIAL CIR. JENSEN BEACH. RORIDA 34957 FLORIDA CILF 3168E
W W BPD 41n) R9ffiIFORFFI"6T. REVI:ED D.EVATIOIL^
w aFo �o r�aYrnam�YmlenoN FT. PIERCE, FLORIDA 34982 n 17047
PARCEL I.D. #1336-802-0047-00-5 NEW WAREHOUSE
o4m.e o1'.nY SITE DETAILS
C-1 3