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DEVELOPER: DAVID MANN CONSTRUCTION INC.
4131 SOUTH US1 BLDG B SUITE 4
FORT PIERCE, FL 34982
SCANNED
BY
St. Lucie Courify
INDEX SHEET
U IIf1.:" i LAr X FE0.
FRONT
. ES
I C'UR CIDES
SHEET DESCRIPTION
SHEET NUMBER
BOUNDARY& TOPOGRAPHIC SURVEY
1 OF 1
SITE PLAN.
1 OF 6
GRADING DRAINAGE & P VING PLAN
2 OF 6
WATER & SEWER PLAN/ GRINDER PUMP PLAN
3 OF 6
EROSION CONTROL PLAN
4 OF 6
WATER & SEWER NOTES / DETAILS
5 OF 6
GENERAL NOTES/DETAILS
6 OF 6
LANDSCAPE PLAN
1 OF 1
48 HLSTATE
DIGGING
1-8-4770SUNSNE CALL INCvnm m.,m
S
GRAPHIC SCALE
(wear)
L Lam - eD rt
LEGEND
e - wRYE @MIME AxYE
R = CE RILN9
wM
L � K 1FNGIN
(C) AMn6NVM
(C) . DEEDRArm
ro) - D®
ND .
PXIND
AT.T
OO - Arer PFOEsrµ
ID . TaP 8ANX w eox
NOB - TOP Iff N No
N . N. " RICO
M6D N. ISK
SSI D&
Pli- PCENSED US LAND SURYEYOO
LD u T BOOK
'1W w9N6S
P8 = PLAT-CF-
R/N' = IMIT-6-WAY
GNP . ON `ED WEL
GNP CONCRETEED YEW. PIPE
w =F.0IN I.. i
O - FODNO A W (NO m)
CO - LTEGTRW. eax
CCwDO:rE
®.was N¢
PtlE
WGC = 9/,, IXON M T
W = w CKx✓EIE YMNYFNT
WV IH RT
ITS - N DcvAnax
¢ . mEVATbKNI
�. WOODEN POMR PdE'Mm wY NNE
Ofu DvmEWwD unun[s
CENIEHIWE
CP - OmDA1 M. ewl(
Pt . PHF
�. ORAN CE
® DRIIIIA(SUANNOIS
.0'X
m = WAm uAuIIDE
� WA1Qt VµYE
®- uTCH 9A9N
pQ- $ ARY VALUE
®. EmSLWG wSx
-x-. B' CHAN Ip x FENCE
FIND HY T
j- FNSIWG EI£VAT¢N
SURVEY NOTES
1. THIS SURVEY IS NOT VALID WTHWT A SIGNATURE AND
ORIGINAL EMBOSSED SEAL OF A FLORIDA PROFESSIONAL LARD
SLIRVEYDR.
2. OESCOPTON PROWDED BY WENT AND/M THDR AGENT.
3. THE LAST DATE OF FIED WORK WAS FEBRUARY 22 2019
(WS k SIKETCH),
4. UNDERCRWNO IMPROVEMENTS AND FOUNDATIONS WERE NOT
RIGHT-OF-WAY LINE OF SOUTH MARKET AVENUE BEARING SOUTH
8953Y6" EAST, AS MONUMENTED. ALL BEARINGS ARE RELATIVE
THERETO.
6. PROPERTY CONTAINS 0.64 ACRES MORE OR Um
7. OWNERSHIP OF FENCES IS UNKNOWN.
8. U.NOS SHOWN HEREON WERE NOT ABSTIEACTED FOR
EASEMENTS. SETBACKS RESERVATIONS AND RIGHT-OF-WAYS
APPEARING N THE PUBLIC RECORDS
9. ELEVATIONS ARE BASED W THE NORTH A ERICAN VERTCAL
DATUM (NAW) OF ISM. THE SOURCE BENCHMARK IS ST.. ONCE
COUNTY BENCHMARK "FRENCH' WTH A PUBUSHED E ADCN OF
3.4505 METERS (11.32'),
DESCRIPTION
PARCEL 1. ACCORDING W THE RAT OF SOUTH YARIRT
INDUSTRIAL CENTER AS RECORDED N PLAT BOCK 43.
PAGE(S) 39. PUBUC RECE)ROS OF ST. WCE COUNTY.
RMDA
CERTIFIED TO:
DAVID MANN CONSTRUCTION, INC.
RICHARD C. I-AVEkfURE DATE
FLORIDA PROFESSIONAL LAND SURVEYOR 1 5209
/ r
FENCE TIE
(2.1' NORTH)
LOT 1
J.I: KELLUM'S
SUBDIVISION
N
VACANT
NORTH R/W UNE
(AS MONUMENTED) \04
_ _ _
qT - %9" I NV a-IOAei
FND BOLT \\. INV
(NO ID)\\ A=S,T. 372GD' (P) A9
AL 37z52' (C)
PARCEL 3
SOUTH MARI(ET
NOumT (ENTER
Fi=TSO' (OFFICE)
ITE-14.0(GARAGE)
ENCROACHMENT
(GONG SLAB)
ENCROACHMENT
(0.9' NORTH)
(GONG)
(0.7' NORTH)
N89'53'06'W
204.37'
JJ.
J
CONC
05
DINT
DRIVE
EE-T0.61 I CARP 1 4NV EL-10.52
d f/
� 56
CWC AAB
7.724 w n
(ovERA¢ caHc)
PARCEL 1
SWTH MARKET
INDUSTRIAL. CENTER a
I I
I I
I I
I I
I I
I I
I I
I I
I
I I
I I
I I
To' M.-I
EASEMENT , V
T� axe ete. PG 497 i4 I
(WOOD POWER POLE
& OVERHEAD WIRES)
(1.7' WEST)
cDNc
y0
tea`
FENCE TII
WES'
POSSIBLE(0.4'
0
ENCROACHMENT
(FENCE)
(I'5' SOUTH)
_— N
10'u.E _--_
(PEA PLAT)VOB"
OWTRT
ORE
42 E 'a9• INV EL-11. h INV EL=I
SOUTH MARKET AVE
vBENCHMARK 2 (-BENCHMARK
TOP
(NO O) N&TT TOP OF
NO N&TT
EL - 12.50' EL = 12.91'
I ENCROACHMENT
J-r(OVERHEAD WIRES)
I I
I
III�I�
'I
xl
Ii�pl
I
I I
II I
UNPLATTED
ACREAGE
9
NORTH R/W UNE
(AS MONUMENTED)
_
BOUNDARY & TOPOGRAPHIC SURVEY
W� ff_ �. �....�.._... =.mr..n.
. �i?ae...
LAVENTURE & ASSOCIATESL INC.
I`[\�
...tt. ...........__......
.........................................................................................................
.. ..... _M
w>s :?4.. �/?OP....
.... ._.
PROFESSIONAL SURVEYING ANO MAPPING
PREPd1]♦BD0 PDR
..............---................--.....,..........................................................
.. M!A!C!....:L u. s/)o((9_,
{{ ms2 PEans avAD. SATE D
DAVID MANN CONSTRUCTIONL INC.
.........................................................................................................
SO ! i 6
nLE RIPS. HIED eK/rc,
FDR RERCE, RIxm1A UM
.........................................................................................................
III WR MALE N/ARC III
IIII m N> lb.'L"ICG IlI
DIL£T 1.1
NOTE:
Proposed Sidewalks & Ramps
Must Comply W/ADA Standards
NOTES
l iep ,ren®N P@ a A IN
Pr�.m.®eTme.i m
a laxbm ,vrtao a.v 6....
mm° mu
48 HOURS BEFORE DIGGING
cN Tp1-
1-800-452-4770
SUNSHINE STATE ONE CALL
OF FLORIDA, INC
VMI0,. VN1,DS N]R1.. CS,DR
ABRAHAM CHABAB, Inc.
Fl. BOARD OF PROF. ENG.
5428 " EDGEWATER An
PORT ST. LUCO: FL U983
Rmw egcn°eeele .c°m
Tit 878-S099/475-6630
Fss WE 785-Ml
PROJECT NAMF
DAVIO MANN CONSTRUCTION
OWNER
DAVID MANN CONSTRUCTION INC.
4131 S. US 1 Bids B SuHe B
FORT PIERCE, FL U982
LOCATION
904 S. MARKET AVE
CURRENT ZONING
IL(Indussial, Light) FUTURE LAND USE + IND (Industrial)
LEGAL DESCRIPTION 'PARCEL
I. ACCORDING TO THE PLATOF SOUTH MARICET INDUSTRIAL
CENTER AS RECORDED IN PLAT SOOKCa PAGE 39 OFTIE PUBLIC
RECORDS OF ST. LUCIE COUNTY. FLORIDA.
SAID LAND DeNTAINS 0.64 ACRES. MORE OR LESS.
PIN
2G 60300020004
BUILDING HEIGHT
SLCCOUNTYMAX.50.0FEE7 ACTUAL280FEET
NUMBER OF STORIES
ONE
UTILITIES:
ELECTRICAL
PPUA
WATERBSEWER
FPUA
TELEPHONE
BELL SOUTH
SOLID WASTE
AREA TARIIIGTON•
AUTHORUEO SOLID WASTECO.
OFFICE AREAS
0.010 803 289
WAREHOUSE AREAS
B05:15 2200 7.91
COVERED ENTRY
O.W15 8A a"
CANOPY
00109 a11 Z95
BUIfD00r; IOl�a92
38a3
AA(REEAAgp
0.1610 "is 0.24
QPBRgOpPP.. $PAA�V}EyDD
PAVE ENT1MPEfiVOUS
01W 7165 25.7
025i6 110.50 39.]
GREENE
n 1 1. R025
TOTAL
L ATONc:
oral .1. 100.W
PARMN • CAC
PARKING SPACES REQUIRED
yCUI
WAREFOUSE AREAS
22WSF°O.50 PKG SPACENWD SF-Z10 PKG SPACES
OFFICEAREAS
SOD.SFaM PKG SPAOE/1WB SF-23O PKG SPACES
OTAL OUIRED-ZAOPKGSPACES
PARING PROVIDED 1
A REGULAR PKG 0I H.C.. 1100 PKG SPACES
BUILDING SETBACKS-
REQUIRED ACTUAL
RiART FT 2&DDFT
"WFT Zen FT
LE fRSIDE 10.00FT HOOF"
RIGWSIDE : 10.00FT 50.00 FT
III OOD ZONE MAP,
PROPERTY LIES IN F.LRM ZONE X AS SHOWN ON PANEL 1201 (2012)
PROPOSED STORMWATER DRAINAGE SYSTEM WILL COMPLY WITH
ST. LUCIE DRAINAGE REQUIREMENTS
I-LAZARnni IS WASTE STATEMENT.
ANY BALL HAZAH000S OR TOXIC MATERIALS GENERATED OR USED OR STORED ON SITE SHALL
DE DLSPOSED OF IN ACCOIIDANCE WTMALL LOLL. STATE AND FEDERAL REGULATIONS
EWRONMENTAL STATEMENT:
PROJECTWILLMEETANOCOMPLYWTRISFAT:ANOLOCALREQUIREMENTSBREGULATONS
REGARDING NATME HABITATS B VEGETATION
TRAFRC SUMMARYSTATEMENI:
AVERAGE TRIPS PER DAY: 6.97TRIPS/1W0SFz30WSF 21TRIPSMAY
AMPEAKHOURTRIPS 1.13TRIP&1WOSFx3000.SF 3TRIPSMR
PMPEAKHOURTRPS ¢90 TRIPS/1W0.9F1300WF 3THUPSMI1
FROM RE (INSTTMEOFTRANSPORTATION ENGINEERS)
GENEML UGHT INDUSTRIALCODE 110. OE MAMIAL IO- a°n
DEVE OPMI F�L<t F I
BEGINNING DATE:.UNE2019 COMPLETION DATE: APRIL 202O
DAMD MANN
CONSTRUCTION
SITE PLAN
DESIGNED BY AC
DRANK BY AC
DATE Jon. 25/2019
SiEET 1 OF 6
46 6O
Is
SCALE 1"=20'
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WUIn 6rhtlmtJCepN 2P1-
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A N9Nn
AL 4w W., �a
icy
� 'P®O 6W 3D000 CDNCNEIE ae + '�°
SLAB W04121N MON
8- COMPACTED PM 18"
DUMPSTER PAD DETAIL
NTS
caxow
!LOSE
3
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•�
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_—
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With !6 Oeteflr , : v 88 HN a
A _c B `` 1988 y
I-). '•S. MARKET AVE.," L�.. ¢ 1NAVD
2.fio , -
_ (Go. R/w) -
n' n
-a--_ enx_ _ _---I---------------Y-Jav-a e _ _-- .N-m s _ _ _4v.,A.-L---_.Fx=--_e-.-
go-
15
14
S"13 - a1
�12 }r1
10 20 30 40 50 60 70
1510'HORRONTA1
SECTION A -A
7-In Concrete (Min. 4000 PSI) I Z
w/ 6x6 Wire Mesh w2.txw3`.9�
Saw Cut Joints 0 15 Ft DC
Expansion Joints D 40 Ft OC
12-In Stabilized Subgrade//
With LBR Value of ¢0/
Compacted to 98%/\�/�/��/��/\�/��/�/�
Max Dry Density
Mod Proctor //i//i
CITNCRFTF PAVFMFNT nFTAn
15
914
F
S13
12
11
10
LEGEND
FT4
RE
,A
45° BEND
Ty1
gw✓ eOw
T
F.H.RW HYDRANT
N
GATE NALVE
BACXn-OW PKWNTRt
tts
SFHNLE OEAN OUT
a
MEIRt Box
AELYu1E0. ux
om+.rXW¢X.X
—
us X.X
PVC
POLYVINAL CHLORIDE
rTF.
F U7 ,PIPE am N`ImTEa 6D
SIDE VIEW
DRIVEWAY CULVERT WITH MITERED END DETAILS
48 HOURS BEFORE DIGGING
10 20 30 40 50
1`1aHORZOWAL 1-800-432-477C
SECTION C-C SUNSHINE STATE ONE CALL
OF FLORIDA. INC
1tOF1101W19 V1N165 XOMGTfN 011FA
DE9FWm By AC
ABRAHAM CHABAB, Inc. Q DAVIDMANN
CONSTRUCTION
DRAWN BY
FL BDARD OF PROF. INC. AUITT.BRfi'l90 AG
5428 " EDGEWATER AVE DALE Jan. 25/2019
Pon Br. EUCTE F1. 34983 GRADING, DRAINAGE
emvl r6ehebebl@n=ncom A PAVING PLAN
7M B78-5079/475-6630 SHEET
F. TT2 7e5-0291 2oF 6
•PPOPEPTY UxE NIT
u.o Am3.
uwovY
9005E
Mif
TIM
w
• wAPEHousFJomr9 aLn�
2. ]WOSF
- Fe�eut � g' FCE lies
rt 8
4060'1.
I
SCALE 1"=20' p Rp@EPflRY TOP EL. 14.6 C a
BRl
F� M EL. N50 'v
BOTTOM EL. 8.65
PROPERTY 1B.E
CYY�e eC'/i_ � —e1u _eRY—�eAy—=�rauc—cB`Y �Y�--
I� k
¢ BM
�aNAV
MARKET AVE 9^ DEL 129C
"S. w3o
(60' R/W)
CONTROL YCUNT.G BB PET (NSST) TO BE FEW INSro
NRO OPPOSITE WETWRUENTWE CoLIINtE ON 5 DE ORE
uNON B2 VALVE
2'ROGVAWEMIM2- Q
OPBUI4YG IIIR E1H
PUMP STATION PLAN VIEW PUMPOUT CI
,mT�A2reM
LIBERTY GRINDER PUMP
2 HP 3450 RPM 1-PHASE 230 VOLT, 60 HZ
VANE IMPELLER 20 GPM ® 62 TDH
A RILEVAnoN FT NAw
B j"LNT INVERT ELEVA ON I1.50 FT NAw
C 11.25 FT NAwUMP ON 10.40 FT NAwE PUMP QI 10.20 FF NAw CF t0.00 FF NAwELL BO VATION B.ES FF NAwH N IAMEIEN 4 INW LONNECPW 2 LN
NOTE:
ALL "ING FOR VALVE AND PUMPOUT CONNECTION ASSEMBLY
SHALL BE SCHEDULE B0 P.V.C.
SINGLE PHASE DUPLEX
COMMERCIAL GRINDER SYSTEM
COAL a2 OF 02
S T6LUFNf EwFRE
AWMW W CWW
bYK
PM SUPWRT. SSf.
Is TO co m mwE]
V.ME
121 yy
GMWL(IdV.)
SECTION VIEW
NOTES,
1. INIET HUB TO BE LOCATED h INSTALLED IN THE FIELD BY IFLSTALIER.
2. FLOAT LEVELS TO BE SET IN THE FIELD BY INSTALLER.
3. TOP OF COVER TO BE 4' MIN. ABOVE GROUND. GROUND TO SLOPE
AWAY FROM STATION TO DIRECT RUN-OFF AWAY FROM THE STATO,
SINGLE PHASE DUPLEX
COMMERCAL GRINDER SYSTEM
DEIAL 01 OF 02
I
PWVAIE �5{L 0.0.W
GRWOEp v^vXE IPROP.
po�l ILINE
LEGEND
LEGEND
•3•
EXISTING GRADE
ELEVATION
ITT
TEE
lA
450BEND
®
HIGH POINT
9TEIBOW
„ew
pQSS,]o9
PROPOSED ELEVAPON
�Tyj�
T
F.H.FIRE HYDRANT
N
MATE VALVE
•
�Z
RUNOFF FLOW DIRECTION
�-
BACHROW PREMOER
SFAYLE CLEAN CUT
o
MOT MITERED END
SECTION
-
METER BOX
PIPE INVERT
Om.rrma Y..,
CPP
WRPVCAIED P0.YEMYIIIJE RPE
(N12) YINUF. BY A05
��
__
PVC
POLYMNAL CHLORIDE
CIP
CAST IRON PIPE
S. MARKET AVE.
BEND SO2 X* ENU E MAD EY�iPN DST 4
RWFNOOi
TIF STFFL SIPPP VRMI.P.
THPEAO
. 4'¢TNyi,q 9WJe "
30 40 50 60 70 80 90
1�10' HORIZONTAL
CONNECTION DETAILS
-NEVA 4 01MICAL CONTROL
PANEL AND ALARM SYSTEM
STAINUSB STEEL CONDUIT
ABOVE
-ALL ABDVE BOXES
&
PN4EL5. ESIDU -E S STEELS
SHP11 BE SINNL1Di5 STEEL
7.jnBSTAINLESS STEEL CONDUIT
�YONDUR SEAL OFT
NWA JR-6'xB'x 24'
STAINLESS STEED —
JUNCTION BOX W/IERMRA STRIP
zii
KNISH GRPDE
�
1 1/rT- PVC D-DCRUCPL CONWRB TO GRINDER SIATION
NOTE:
-no VOLT SINGLE PHASE POWER SUPPLY SMALL BE SUPPLED
THROUGH THE BUILDING'S ELECTRICAL SEANCE
SINGLE PHASE DUPLEX
-CONTROL PANEL SHALL INCLUDE AN ELAPSED TIME METER
-MUST OBTAIN ALL NECESSARY PERMITS
GRINDER SYSTEM
CONTROL PANEL
48 HOURS BEFORE DIGGING
1-800 452 4770
SUNSHINE STATE ONE CALL
OF FLORIDA, INC
wmmmumo UMBER Nowu mam
DESGNED BY AC
ABRAHAM CHABAB, Inc. DAVID MANN
CONSTRUCTION
FL BOAR OF PROF. MG. AUT11826780 DRAWN BY AC
5420 NTT EDGMATER An DATE JOD, 25/2019
Pon ST. LDLTB FL, 34983 WATER & SEWER PLAN
Exua DgC bRbIO .4x,n GRINDER PUMP PLAN
Trz BTB-5079/475-6e20 sa£r 3 DT 6
Fez VT2 785-8291
6
°
}a
•
J�
.
�+
1vXaRERly NNE N
\4
J9 ']N
a
•aSilt
TABULATION AREA:
BE UNDER CON STNAT WILL
fie UNDER CONSTRUCTION _ Bra ac
TOTAL ME a Ba AC
Silt
\
Fence
Fence
o
S�
3
s
b
•
+
Silt
B
• Fence
`fi
--
1
--- -----------------
T
---
M1�
URNEWd19'
UFOR
.ra
ne
epa
CONST
FOB CONSTRVCTON
BM
nPfi
.`•,S.
MARKET AVE,.%t
' dvalzeo
y�?�
°
(60' R/W) -
I -----ors..==-- es --- r-=,s-----isx=-- I---- --e-e vis----e-
IN 1988 NAVD
sM
A{
sTANING PER
ACIURER
b'•
REwMMENDAileN$
Awmo nzs
�
4LT fEN
OR EWPL
m
FER
ANUFACMIRER'S
/
R CW.MOABUNS
SILT FENCE DET.
NTS
GENERAL NOTES
-Na clearing, inrluddng the installation of etwion carton) devices,
ie artnrized until ta, perrmt for tic inandlatim of Erosion Control
Dndces aed Preserve Area Barricade has been issue].
-Property corners hall In
a located by a Licensed land surveyor and
cleanly larked in the field prior to the E]gineering Depamomt's
pre-misttuefim meeting for Bite develOprent.
-Pirthorizatim to install erwim control devices and preserve harricades
will ne granted at the premsstructivr meetarng.Mas auisorirativn shall
be posted am the site, in the pemit bar, its lo[arim shut elseM
On Nis page.
-No additional land clearing anin. mmane antil a satisfactory inspection
of tine required central structure= and bacti„„ ea has been obtained.
-A Tad Clearing dPffit may be obtained subsequent to the satisfactory
ineI Of the control structares and bazriCatles. 1 Pa0nt shall
be posted in the Perrin bon, its location sham eLseMcm on Nis page.
-All conatatc is n h3nnicades and silt fence wdl.l retain in placa and be
.Wed for ornplia,.e by the petffit holder drsiap the permitted
On,elcp pat activities.
-Soil nabiliratim shall be conpleted udNin 30 days of vegetation t®vul.
-Follodng rectification of ccau ancy for tic development, all barricades
and erosion control re doea shall to temved and disposed of by tic
Cmtr3atoL
EROSION CONTROL MEASURES DURING CONSTRUCTION
-Prior to clearing , a silt fence (trendied 12-in deep and baektilled
On. the uphill side) shall be instilled art nd the , cureter of the
sire.
-Daring the Ilea ag,grubbing and site grading stages, areas Nat are
dict.divd more Nan, T 01 shall be Stabiiized rdth rye grass applied
at After seeding, eada area shall be
mulched with 4, 000 pounds a straw per acre. All expected slopes Nat
are equal w w greater than 5%, an Erosion Blanket shall be utilized
until the area athie a s final stabilization. A rack access road (that
is 50ft long with a 6 inch depth of ED=01 stone and lined udth filter
fabric) shall be constructed to rmrdsdze the effects of truck cod
sedinentacfon tracking both vu aM Off of the site. TT wd11 be Only
me <mstrvctim a ttmix, at this site.
-After the initial site .din, wok, all proposed inlet(Woutfall,
vice insstaned,shall an protected fzm erosion and ser iacut mmaff by
Ida, use of filter fabric and properly installed hay bales (with the
sane dnstallatim as abI DistvNed portion of the site Mete
mrstxuctim activities have peamarently ceased shall be stabilized
with peraantht stabilization ret hods an later Hann 14 days after the
last construction acitvity.
CONSTRUCTION ENTRANCE NOTES
�Rc king a shall to onto
pdalic in a corlition Nat idyl prevent
tracing of creasing, Mpai caw n c ea nit of Mcosy. 'Ruin may mu ire
bra
try cent. r and/or eleaniout of anY 9Pasauses used w trap
ledwent.
-Wean c right-o a 15 Sha11 be cleaned prior Co entrmice mt0
public righ . day.
-With cashing is x that , it shall be nape ta a area on't trBP
win auehed stone tdmt drains icon an aporoved sedinent trap
on sediment basin.
FENCE & SEDIMENT NOTES
-ln^,pent and repass force after eaclu scour event and ream,
eedi➢nut Mien necessary.
-Remvad sedmmt shall be deposited to an area Nat will not
caradbute sedirent off -site and can be pecanattly stnhiI ized
-Silt fence shall be placed on slope mRaars to ®zlsuze parading
efficiency.
CONSTRUCTION COMPLETION
- discarded areas will be seeded or wooled udtlun 30 days
of final grading in Ne area.
A.
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fDFf M!F Lml mEs glaeaaM W cIM' RR MNSNIR`1rtIN nIES
d�Srr AW urc®p wr
rq on wa mvAw
�I �m v a[ r�iv[ e.¢e.¢�ru �anv mu una ma m tans
' I i a anmW u6 .v [m+nm w sxevur¢ mx mx �r
�tawcw aSa sraw ¢xrsm �r nsrs u
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I .�vL�Mn virpar�a�M u.mrvurc r�oeac
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M a.vWrA NS LSs� � aYR Nlmrs.6 M0YA'R
K tv¢mclS B LWl Ip M[
8a>R' _ aO(fa/WcrEmnrtr brr0
mm an[ �11' wN Sa.M wryaJ M➢fR ua IIM [p.m.
dffi:. ® rcro.Smmm,[ow ,M �w� �vt�� nlrrT.ml
v vo6 nV .mr wv rffi� w6DMa
v nr ummrea o�pu S � � Pw4yt aS0 M IMiI[
_ tvuv eu{Yrup.�➢S
PrV rnv.nevr Y[VOnARp �O�L R.®I®FrW
4O c9rCm 5/-rmv mwucr4a • • .Sss-16 u M Or�PM.fH sut mnr eMwM n�cm, � tu[n rn W
a.M re.WRmrn rKm'rK W-P
09
WASIEWAIIX CpJSl. NO- G,_z
!D - RaIA REGNHwwTs CONSTRUCTION N07ES
m¢Pm�P®M
¢...m n M iK v mrMns m r.K n.w wan s¢rwm.a KH
uvYM/Pf�6o, maYo¢ w m�v �5� w.r04ac Tx
.m[-am-aMw,r� Vr9 es ,m[<Krva: nat mVovn
o- wc0
rrvw. Ma' �'mp a,•a"`n'w.pi �.i wm°`m."ne _
RANDARD SEPFRATION STATEMENT FOR
WAMR / SE R LONMM
aVt �a[E�-�IlP�a.>t4Sirarsw ¢�mm mK �v[m�w�[1®lu
rmM .�irrmw emuMwm�i �o H�ianw�intan9 i�riu � par8®v ww .�iMmm
rRi K M O�a4 Wm H SnwRx¢ mmwm
tlL � Sw� ¢ NMYS m rwi M 6n11 RF IJrIS M uRn urar NE tls115 ML
�ID� S�ieor��M6�n4�i¢r rNla�iLL�6�
_ 4weB SIPG Q rpR rru.S p HAam OKme
rob vM3 M mCO W�iSr�va
Imry® vam rp �1{p ��rwm o�''a��ro4 NC
¢pw ,.mK aa� ,uao. W.. ¢ arPrPaa ®.mr
a� ra.r w P4a¢,.P.aN,p4 aaW,a r®.
rD� IIpfN 4v.0.VMr 9r.. ¢ wnnvF➢ ¢Trtk. 992 4�vZ M/Mxf u0
„94f MO.wH .,r w PAMI6.B.Mtlbra ..,4Ya rV�E
�5truabe wOerA FAG M rmmu MH(w �LiOR WS M�®rlOi
¢�M whn runeVID S�1449 M.9 �2M�N pH M�m
rM W.»IE m u.Wu. rM1MF rP@Vrth ffiN4M M anP rrrm rrEi
ID�u4[vap MVMO!�MW W�ieR�icp u¢Mp
H uQD mE ud 6�r M H�9ir�ppiR per[ SKiVII 0a6r dIYTBM 9WL
ABRAHAM CHABAB,
Ft. UC# ones
DMGNM 6T AO
ABRAHAM CHABAB, Inc. Q DAVID MANN
CONSTRUCTION
FL BDARD OF PROF. LTIG. pUTH.82fi'!90 DRANK DT AO
5428 " EDGMAM AW
PDAT ST. uum R. upw WATER &SEWER DAM April 4/19
mw aa<eae4elemm.aom DETAILS & NOTES
TR 870
-5079/475-5530
F. V2 785-8291 4 m 5 O 6
T
GENERAL NOTES
- W mn.wmm .n.0 w m .<mwd<..:m tN b4.t ebnd. n.P..mmt w r....Pmmm sbnew
memmum dm a..a ma B.Im. mv.Y.em am tm smm.a sp.mmam er bml lmmcuveb
- W .evmbb emmib mm G..b4W.e v.m. b mmmmmmt .t mmY.<u...
- W
mma.m.m. mcemmmmmm.
- se.v dnmf..1 w m.4tlm. G.mf wee .G.v w ..bwm b tN ®tln•Q w ..m.a Tm .evn•.l vm b
mmmmemmt m m<.w<nod .
- rmtl..b. mw ..Yb me mh a uw mam.m .1 mma u Gmm m .mmm wlm b e.mm..dy .mt n
mtB ebGt-<a..x.
mn4.etm b M 4wV ..RmtlG4 !m m.mbme. N V.m. ue Wvq a m.le.trt. and PNUWu. vm{
tea am d W=t and ..U, a.rla e.mw<G.n m.Wtmmm mtl mlmx n..e•dwm
.L.LL omea.m b Y.O.}.LD.
- m Oe..Ym w..v ....4 d nmm bm v4v. m m..a uw^ w..m.uod eewuw eom .mp.
rm atlNvy .1en11®. mmv u. Lu. tb. purp.m m mNmYy 1b..nn.^'m.0 e d elenllvn .1 W. IwYm
mo.n ma m ...v iW.m mw.m mmmm m wmnm ..0 <mua.a
14n. m .a.ua ntwum m<.n m m. .evm..e P4v. m w .me.a m uu e.ld y m.
mnn.ore. dy emmP.Ym...b.0 w b..wbt b m..nm m. �m . u .. tm. b m. manwm b
tmem elm .mNL .mue. :e.w .. m4e m m. ebb.
tlm.. mmyn..t m. em.m. m ..mwm.. n. w vm4.nm m
m.tly me Weep 4mn.a ominm Y.m e.mv .e avwpY...1 wwm .
ma ..„v um<n.e .e.Y w .comma .®el.ub me nsb<.e elm <I..n ® m4,im m e men bam
mmw<be b TOPS mwmm e..Yh m a.nmm.e bx aAsax.a x-aec .
- Blc ua BldN m.bcla WN n, n.v-nmtl.e ma vm-m..tl.. tree M e.mb . l®w . <lum . -d .
b.« w.mmt .. cox mv.<m .. mmm. -raw . xo nm mvm ben a m""_ .b.0 b. Permlt4A ..
e.<m m bWunv.
9woN nn.ln[ mYR.e bx . no.fe. PmeW.mt entln.0 or Imo Av..xq cow e..mm4e.a 1. mle.
.na .pryvN b mtln.m <l mmN ua mv< jv<I^a1.Yvn. br noel ue.p4n.. 01 tn. mom .
- vxcLa no.b.tlm .mbm coma b. m.m m ar..ma vtlm b .4w m .mew<tl.. m .Wt-.L-.h ma
w:m b nnmlt bm..m .
- SwW.V boil- mmt n. mNllad .t W -U&B bmaou peloe b e<me<Yy b ne.IMy .etme. A.e1Nb
bv.'len cowl .mJv m Pb<. mW mgpegw Y <®nl.l<a mlh .rt .4bWa.a ua .e{e4tl.v m b®
\Q\1
�ITh
..RX
CONCRETE BUMPER GUARD
TYPE D
PAVING GRADING AND DRAINAGE NOTES:
- d.ewt e•.®..t .G.v ..nr..m b .ppumG4 s..4 e< mmn aov-ve n am.ne.e m n.<w. n.o.x. .4naw
.v.m<.u.d 1w sma me m1aN co..4.<tWv .
- IJmn.<! m. <ov.truetlm .wY mveotm b .pymLL pu4 M ..etmv aDn-ao u Al.d m n<nm G.T.v
s4naw ep.m<.Ym br ma ue .4. L< .tr .. nub mv... mw e. eomp.<4e 4 . e.vrih .
m tLu poi N m. mulm® aavuv .. a.wmmea by PJ=nTA. T-lea .na 1. mlvlmam 189 vx U..
PAm..e.t .Ppu<.mn w .t .b eJ/et e..eh w4 I.. em <.um mew wen a meEe. m a.pm mW
b. m.me-W
r®e.<4e -bn <cc.uveam .mY <m[oim 4 .veumv. vw M mdum tzo . m am.u<a m eb.u.
v.o.i. 9YnnW ewm<.u® em mW .vn BAa{. ma.4v.xon amv.<4a mtp.m .Len e. ..tea m
mo s m.Lmvm aea W0 m aanmm.d by usax.o. i-e9e
- Pr.<4r 4.4 nm . 1d. .m e... m4<i.k .E.B e..mW<a q tee aa.<l.vc . vmeh 4.4 .e.v e.
Wm .t . ..1-Pv soo qum )ua.. TL emlvyu mW vV zm W 4.11y{ u ta. ..pNnd
emtlb b 1W d . Gntm<4..L.n e. we4 1m .6 ml<N em .W 1Wm... Tu l.mtlm .Lw m a.cvmlv.e
y wv -0 - m Haeota . e.ve/d.pe.11 mW vet e.mmmm . .Wn.<:mT aemh m.4 G... Cm
me...a bx m. Pym.m m s«md.
- AM mega. d utlYm kYm m P. d ..em . WaW wt mt nm:4e 4
N mJn...le<tilm eIN{Cuum , w.Pe.m ee. mYl m <®vl.:ea -1 .ev.v.ee baron .y meN.a.'
.mN <mmmm .
Cmm4 ter <vem . Ntu.. aNvy. 1WN tlde..tl...4. .mn m el.n l m .<eocE.vee .Im P.n.a.T.
ebvEW 6petlGmYw 1m 9wd end Add,. C.vrtncY®
- P.<®mt m..tiup mtl up . l Dbeer.- <v< .ItLU, b nmtm n.0.i. Bu.a.n ue int6e D.tlN 54nevm . 1b
Y.nuY w nNlmm T1.Q1< Cantr.l Wme 34veud. a! Yu 4mq WIy fmbNCY.m .
- B.tlY e<fm b .Wry <1 p..mvvt Warm .m.mw m4a
- M.4ib1. ma .mkm.mWv 4 <o®h ttWb-of-.V .G.Y meet W..Km.®cob m t]< nmv.
b. nb<.a m
m<k bm Nee wm .mmlt4a b con .PP+...e m Pmvm .1mo.
- .y Meek (d-el m4.ws coma m memo. .e.0 w .m...a .na .ePbma ew .ev.w•e mtv,m. .
- w bmm..m a....d m.. w b....e.d ud ma<ma . 9.pm .vl b, mdd. .
- be.Y.v .1 J.Lu.R .We[x<.b.11 L<.w ma WP. IeNm. mh Nee b b..a1«4a b .e<.mPWb
<.v.WCY.< m a.m m P4va
- u b.edv.^ 4 a<.m4me .iWin n1®Um m. m mlm . 11 .E.n b. eom9l.Ym .®ma ua mpl.eea .Itn
E.nvbi m.4e1.1 .
ue m -1 a®tr.l ttotn<m. 4 ..m..tlbl. 1m em lNvv wYan eva ..aw.^t <mtr.l „-. tN
4tM PPOT .4vm.a.bwd by . M. ma W4Y.v b. .O b. ImWl.a .Gen v<m.a W F-t tllbu.n
.1 Wf.emt Pr<➢•Rl . PVLY< .l.1-..l wL.nm ma ..W.A . T'Le.v m...mv NI .mein m Pbce .t
,rum ..tltliq m bem - e<mP1.Nd .. ww ulc<tlan .N eaN®- n< l.ryee . tLe.t b ej.<mt
m.v.wm
- �Y.Yce Yetfi< <onYd e ery tlN . Mp b.i -A bn. a. ..n mW b. m
.wmmY...
- . inL.tl mi4ne .ed ...ti<n pm POOP ma- f x%1.
- w -u a4twe.a q cmmnwm cow w m,m..a b vm-<cn..r.cucn <o.mum. .. bmm
SIGN
hmi'm
qn4 ill
rn �
AIL SIGNS SFIAIL RE IN ACCORDANCE
WITH MOT QNHf NO 118B0
FOR WCAnDNS RMTR TO NaTCD
SECTION U-10
ARROW DETAILS
ALL ACCORDANCE
VTOS MOT
IN W ACGV®ANCE [R9 MOT
NO.
N0. 1T346 FOR STIfEt95 k BLVDR
12' SOIID
B' Rmm N� B 2 12,
NxiR m,
iB- 50 1aN
SIR,fMbRP fff
Y'PIN/g144
191 l' ®J
PALM PLNOIN6 OMAJL '.
(P 1
I'FE?LANfWyef& .
erm-s M
5197, (20' 3.LCOJ°Rn.M'f mTG ,,,
MINIMUM iPEE REQUIITMENfS
ITRI tl? A0,IALENf fO 5TMEf ROW: 171 L.F. PIV, 13Y 3O - 6 fME5 ffQUIRED
ALL TMT5 MOVIPW
INTEPIOR aE REQUITNENf5: 7019 S.F.V.U.A. PIV, 6Y 15 - 466 S.F. MQUITt?
WPI0R LANDSCAPE AREA EYCEEI75 500 S.F.
PROP. PAVED AREA 0.1610 7015 25.24
LKS PADS 0 0034 150 0.54
A EM N WIPER OUS 0.1644 7165 25.78
IOIAL IMHLRVIOUS 0,2536 11050 39.75
GREEN AREA10PEN SPACE n.3845 16748 60.25
TOTAL 0.6381 27798 100.00
LAND USE IN (Industrial) LAND ZONING : IN (Industrial)
CURRENT ZONING + IL (Industrial, Light) FUTURE LAND USE : IND (Industrial)
ZEPISLAPE RWU1kEMENr5 P175
Plm ewmtra Jib•, mdun, ad 4az:,vaer�me.di-.wee wue ladxae da 5
$X wrrwe ai rJYgaet 36 m3ie Lpdbodf.,dca[Yµ+Cl�r2m ,lY let 10
91x w,vedtin re4wed zlnb; ae mafeup oidr m.Ncx zx:¢s irtm ;1e lizL 10
91 wmaedW.grmd veer ac maiewdaudc vle ae yces Fmn De 1. IC
Jul�x3 dvama�ed mla Mir air.. wee Mes �evm�l dared aea eeevt gonkvcr IC
Wm.�l�o.ai m4F obc J'a u¢Yc-
LW95CAPE N0(E5
L LM[✓iMe MVEWY fO Ci `L1 -1 QrTXmF
6kN5W ASttM�O
fLLLYIN0`MR: �lf W <KIEM f0 �N4E IOjX L✓' RLA�E W I' APNWJl
rL F2?61R(• VE2iiIWJ. 6. EMJ+ECM.. n 4R f00%fOHJv.[_' O LrFYFC�.�FW ,XLIFMLI
tPIlIgNG RL'R:PPC' Lcf:OtLdS:
F.LLY WIf0ANi1C MA" S SMi0 WLOU 100% CLWkZ N!5 A4N WIAp
W&L D,ED.EP.S ON 4.L IF-e5 - LOW WA91F[1550a
N'Srkt O1M. 11 ON kL VEZZ MA1EFk - LCNJ WARIFW ;E
N ALL LOW i JC'OPY SPAY FEPP5 iN 500 AF',4= AMP, WAS? 1.16AI
500 Ae*iC CIE zP.PATLV FEOM ICE & 5rW N'FS
PJA.L RAN 5',W.. 09F-PIDc R VU A' FW. CMCN nW a
WkT9 5G.Fa iC DF -POO MU
PLANT & MKFTIAL 5CH MLA
KEY QUAN, NATIVE faEP°�'twacE DOfANIC& NAME COMMON NAME 51ZE (Hf, X 5DRJ C0W WEP
ML
18
Y
MOD.
MYMCA CEREERA
WAX MYRTLE
4' i 5', 55' O.L.
#10
G
98
Y
MOD.
LF 50P&AI46 ICAOO
COCO PLUM
24" :18"
#5
EF
55
Y
MOD.
ENEMAFOEf1VA
517*615fOFFER
4'.5'. 5.51'O.L.
910
IC
2
Y
MO17.
LEX CA55111
r A m4 NOLLY
12-14' L 5'. 2-1/ 2' DE41
0 & D
Li
4
N
MOD,
LU151ROEMIA IWU
own MYRII.E (DP PB,K H WD
6-10' z 4'
0 & D
ON
7
Y
VERY
OIE06 V FA21,1 NA
LIVE OAC
12-14' Y 5', 2-1/ 2" DDN
090
IH5 LMDSCPPE PLAN MEV5 FDOr 5W D15fWa AV LLEAR ZODE MQU EA
ALL CEOIfV MoJaV MELPANICAL EQIIFAeW f0 DE 5MEAED N71N 5JUS
DAPOON'AC.LY GO ALLOWED IN FPL FCR 15E I➢91ER POWER LUZ5
f.:
q� L
C
i L _
S. MARKET AVE.
(60' a/W)
GRAPHIC SCALE
I IveC - ID tt
5EEDEDA&A
5EEDEDAMA
SEEDED AREA LM
-s- I---- 1..¢---- hx---- -=IT•1,-------nx------hx---m a vax�
MC P.A3Y
WNN3 WM
O!NJ
RAPCIIL pY`
t:ECN?6':°N fffJEf y
M FIM16'163U9 irx
aC 4 fF �