HomeMy WebLinkAboutAS-BUILT SURVEYo -o l �3
PROPERTY
BOUNDARY 4N6TIDUMPST RAREGy COMPWINT Ex. WHICH CHAIN
TRANSITION OUMPSIERIRECYCLING AREA LINK FENCE
TO RUSH
X _
S HIGH CHAIN Elf. /
uNK cP Q wsxau 16.07 15.72 D°R' T- 9�O
6 6'CHAM LINK FENCE ? ,,
CBO 1g'RCP � (BY OTHERS) 466� •. A':1: �, a. •• _ .. � � \
:( ;.. x� 9 'p 16.25 . 1 (� ,) A ENGINEERS 0 SURVEYORS
: ::. 1
c-iHSiAtk BUBBLE41P Wi 1 '1• ___, 16.D6�• •• 1a- i° TRANSmON PROPERTY 1 inch 20 TL PORT SAMTLUCIE OFFICE
3 k\ - -__ ...... .. _ __ ..�-(.;. _... ...___ _. _.... .._.. _ _ ,__.-__,i y.• • •. REGRADE EA. SPQR PRE TOB TOMUSH BOIL Y t0xvo 6WVLL1AG6 PARKvwY-surtEnt
Z ROC UBBLE. PER '` '. •° ' �•
TYPICAL 2'ROCKAPRON I _ .° TO PROPOSED ELEVATIONS '• °•• I I PoRisNMIDClE RaiBex
DETAILONSHEET6 >. ,' --,�' 4m�•55
yN9'TAli TSOJEWAIK 16.08 .{I •+' •• 03% •• 'g x»w.e0omcmm
Y (MA%2%CROSS SLOPE)(TYP) •1 a �ge4• .5%) ••1p• ®4188 n•T I I 1 SURVEY NOTES: FBP:E�NRG OFAUNIOR¢ATONBWB�S
3 15 92 yI I 1 ELEVATIONS SHOWN HEREON ARE
F '
n _ •REGRADE EIL SPOIL PILE TOE '
REFERENCED TO THE NORTH AMERICAN
' -TO PROPOSED ELEVATONS I VERTICAL DATUM OF U.S.SURVEY
VEY FEET. _
X INSTALLORTRUCNTROL PANEL AND ARE GIVEN IN . SURVEY FEET.
FOR TRUCK Br WELL PU16.00 MPS , NGVD29 = NAVD8B • 1.475'
� OTHERS) • 1°5 � 1 � „• -
j INSTALL
5 CHAIN LINK FENCE -
' (BYOTHERS) GENERAL CONTRACTORTD� - _ CB3 °•' ,. ••e ° t • 2 1 LEGEND
COOflD014lE CONNECTING SUMP _ 4•• .'15
..__ RIMPTO STORM DRAINAGE SYSTEM , .� TA: 13•t082 .. .. •� IXISnNGSPOT ELEVAn0.Y -
p1° a
low mLti54e ' Jt ?_'
'• )J.40 . . - ' 15.92 � �"' PROPOSED FLOWARROVJ
FTRUCK WELL SUMP PUMP 'I 2 -
zz
t SYSTEM DESIGNED BY OTHERS- 4 �' a J O PARKINGSIPi1CAUM
ilIBTAt1-' !_-- l ^I. .• n !• I �-' IX6RNGCONCREIE
TRENCH GRATE
(BY OTHERS) illETi�J-
LOADING (211Zx55'I PROPONCRETE S :MN a P
2 IREMOVE
ZONE AREAS_
G•..,
SED CO
�0 • a .' •a °• i0.5% ■
E \1 P •�' I PROPERTY POSED A6PiiKT d'
• 155.4 I BOUNDARY o
PRO
5 BUILDING < b °
(1 STORY) DRY DETENTION
IX. H41
g'HIGH LN 1 16 1563 o•. EAR .AGPNALT
5 I LINK FENCE TOP: 1610 30,040 GSF
P BOTTOM 14.10 ! MIN FFE: 16.75 NAVO PISTALLPARKINGSTALL
Y I CE: 13.10 j STRIPING PER DETAIL 0 (TYPI i PTO FLUSH R 11fj14'�� I UGHRNG (BY OTHERS)
�7Z 0
(NAVD) , � . � T:=. l.t�'y y7z3t..ii 16.21 ® PROPD9EDCATCHBASIN
GSi v LOT 14
- REMOVE EX. iMST#t6 SIDEWAII(i •37 1 >+.. 1I I aw. (BROADCAST STUDIO) 6 PROPosEO SANITARY MANHOLBIci
g
(Nm M CROSS SLOPE) (D'P) ...� w "" + IX. CONCRETE
' 1 '•� PARgNGIDRIVE AREA
LOT 1t [VEGETATION f1 I I , I NOTES_TO CONTRACTOR:
OCCUPIED -INDUSTRIAL) i L L�.� y,U lxfiytT -e1?n' J�: INSTALL 1. MAXIMUM 2% CROSSSLOPE ON ALL SIDEWALKS. 8
F I m - INSTALL DETECTABLE" , 1B.42 LL $ S •x:T""+ +LY' - - sr +,+,+ SCHNNLUXFENCE 2 ALL PIPE ELEVATIONS SHALL BE FIELD VERIFIED
PROPERTY WARNING DEVICE (TYF7� _ # , 0 I (BY OTHERS)
BEFORE COMMENCEMENT.
SOUNDARY-"
o id
m f ' = - f�.. t„ .;;;,, if � 3. RE -GRADE AND SOD ALL DISTURBED AREAS,
+
zt. gKxt ,y I NCEING_SWALER2FA . i
_ f �. ;„Ta•.y _;f;. tx ODuL' • I 4. ALL CURBING SHALL BE INSTALLED PER FOOT
3 6 1 I (�` .g,f"f"*- yam„ •fit, ' ,,+a+3� G' INDEX 300T TRANSITIONS TO BE FLUSH SHALL BE
A: A INSTALL DECORATIVE Y.° x+. 3FEET MINIMUM IN LENGTH.
_i;'Nf_ I PAVERS (SEEDETAIU )_ z xxu ;+ & + f 5. GATEDACCESS WILL NOT STACK ENTERING
y y y--11""T1�Er•y VEHICLES ON INDUSTRIAL AVENUE THREE AT ZQ L
[ ,•,1 I i f E 3 5 C: t�•I. I I S F •�# '„ I SEE TYPICAL PARKING LOT -
i *!` "5[i: ANYTIME. GATES WILL BE OPEN BAM-SPM DAILY, Q s •{•� �-x f i SECTION u ON SHEET 6
15.4E z•. _ A •, fy Z 3 �,r• f't>t �a AND ALL DELIVERIES WILL OCCUR AT THIS TIME J a
sEESECTONAAOETENRON 1 JI{ INSTALL(2)
sECnON AA DN SHEETS 3 (\ � HANDICAP SPACES$ - ..._II• t9�+g>it Sri> 1^•i xte�#,
J A - STRIPING (rvP) •� rc ' ttf± 11�- -----� j
c I AIR COMPRESSORS r P1n HANDICAP GPACE tz+i. H°i LYS• �y+f .I$• Ti
gV DETAILON SHEETSe
CT^'r^.
r
J SEE TYPICAL ORY OETEMION)IW T•+ e.+,._.---1a� ✓• •Ly T••Ly" 1+. +,# I I LY•�r J.• „ xY 8 L A *�'' 15.67
2 SECTION &B ON SHEET 6 ri JI 'rp ;+• Y~ • ~ C3 YT,.vk'1
m �I� G r . 15.76 -TA,1w65.51
fix •
15.4-4
_ '1 - 1-t - • p...... ., ....... -t�ii S« A)S: lox• I6q
STORM SEWER INLET TABLE
Structure Name
-B.TE
TTyOP
STATION
OFFSET
RIM
IN INV:
OUT INV.
BOTTOM
V.
CB-1
TMC
USf4155 WIC
10.65.51
1024'
16.44
12�}
Tt�
C8-2
TMC
USF41M 6210
11.2803
411g'
15A2
1200(E)
ll.%(N)
CB-3
TTPeC
USF41556210
13,10.0
O.OD'
1540
12.0�)
12.00(N)
•
CBA
T7PGC
USF41556210
13+70.71
-219.Dr
1409
T
1D77(E)
DMH4
4' DIA
MANHOLE
13s72.9D
0.00'
ter
11.91)(S)
11.79 (M
a a
W LL
W
H
�
Q
a
Q
Z
i
Q
Co M
p
U
od
31
31
11
U p
TRANsmoN
00 01 AICPAD �'j ILvi TORusH - "+ii ^S' ,fi a x ",�` Wsrl1LL 0OTEGFIONAL �Fw Z `
Ok 0' TOB: 16.1 RAW 16 Lf iN6TAL}ONJNAGE _ ARROWS ) I I U/ Q
p,. 1 1 CONTROL STRUCTURE •7 k• £. I ,TT .. mm
NSTALL REBUILD EX. MALE Q QN
( )
\k k.` 1 SEE MODIFIED TYPE-C 16.15 Nil wi, i;1• 3Y ,x� T} `:7 x, `{7 :y S CHAIN LINKFENCEVW if. BOT: 14.1 NAW 1 O r B,( }t ,•j ' - .p L REGRADE 6 RE500 �f:. z
CONTROL STRUCTURE ` ± x jtr « SS •t ROLLING GATE (BY OTHERS) O
ry k• DETAIL ON SHEETS 1•t+yzffL �`f a (3:1 MAX 50)E SLOPES)
� � ) .. 3��;.+y » � j (SEE CONTRACTOR NOTE05) � V V
TIETOE%.TOB 6NEWTOPOFSANK TRANSmON OCURB'f0 Q U
14.90 3:1 MAX SLOPE YOB: 10f NAW S RUSH HEADER CURB •+ I F� LLj
O .TOP OF REGRADEEfB RESOD Hw w&-MESt . Yy� c 7 •' e6-y�N-6�i-A�tt NEs-21NV: \ �W/� V U
11
U. DVERHFAO K (T.p) PROPERtt (3:1 MAX SIDE SLOPES) N:1 Nvpe) INV42. 6 .54 e+iF 1 >�e.�e(4;t elope) / vI Z m
Q UTILITY (TYP) 18•RCP (30.00% BOUNDARY SEE DOTAL SHEETS 15.00 " 1 _ 'b / SEE DOTAL SHEETS NEWTOP OF BANK J
i1NV1XSLOPE M Q y
IX.OVERHEAO IX: TOP OF - --7 ��
URLT'(TYP) BANK(iW) 1 5 PROPOSED IS U.E. IX. 24'CMP a
-OHU oL OHU HU x OHU- OHU 1 15.74 r=(E) 113g
rx•. / INV .12A
- EXISTING-nETOIX.SWWLE_ _ _ yS6b15.01 14.6 OHU OH OH ,� ,,,... 12.38 1
SANITARY eoTroN 13.56 13.34 - - 13.00
MANHOLE TO "-. `]. 12.42
RI S), I,, Tom ._ . J.R. HARRISON, P.E. (DATE)
INR (6; I Sp $;Co
INV (Et 942 INSTALL -Y..Bg EX. TOP OF NEW TO'OF iBY10'ELLD�TICAL RCP®@1696-0
WV(Y0519 TIE TOIX TOB SCHAN LINKFENCE 1480 BANK(h'P) :NSTALGEOUIFALL LOCARON (CULVERTSTOBE CONF6xMED BY SLC p $.CIO #822T0
®14 T6 0ANK 11 INSTALL MESS 14.6Z EILTOP OF
(BY OTHERS) MAX SLOPE INy.y{g4A- PUBLIC WORKS PWOR TO INSTAW1n--- 1,f:J'Y: t•-R 14.SO B4NK I Y
„T7i.gyL TNDPR1x1D57ATII+EiH"."-• , �• r: .". x' ^"'^' "'" - .. Rom• j..»;;� Y4' �'1 VING GRADING &DRAINAGE AS-BUILTS SHOWN
s 3'.. S, _,. _., ,, .. s xa >. ] +'aKzt .-^isep-., y., ..z'=..:..,,s"r 'f ...z•a l;^. L..:Yc S: Y ` +- x - -i' S •t.... .... V `x ...,,.5..: z :ir,:.. ..L•• •'1: EREON ARE BASED N THE ENGINEERS DESIGN ....:._ .{'L.._..Tar.;..,_.,.S145z34r,"4M.1:E{£66� E•�r„ 't°:z::, .'...•1 nt .>~',:i:fz M? r' +.r r•�.-L.._... ;,.a.",� ..,,.. r ,.� a -. a... „•F : s.i('Sciri•• 'Y. . ;"* ^. •Z1F •• 5cD O CAD
:,°i'-'`;£,.,_ N ,3. vb1T4fi 0. ' . ..„ .^.. :�iV.•*..•n o'er �„1''::"'.r.,... rpy .,,,rt:.,,-,z',F�+•sisM»,++s;xk .+rs,'•.^ia »„.•- . ^. e. p=Nt jf.,1, i, 'Its:'y: �.it'; : +ttyiyi" LE FOR THE PAVING GRADING & DRAINAGE PLAN AND
s-,''• Sa'pv.4w @2 xq zi• ,,... : `� .r. ai• .. :x� ., ew;aw�-1r••..><:�. :c. •>-•T ,:. ._ °i - -t -:" jz z;" - -•+. T
`; .'o,4K...... •, s s.as»......iii"1. .,.,.„, .. {p- ia,. r dYi:� #isi `s •.• ARE TRUE AND CORRECT TO THE BEST OF MY
--.-.< .::rc-13: `' ..i.?,,... t. .� _ „:I :' , .. • !,t ,* " z w. ..» 1pT•.1 1020 SW VI GEPARKWAY-SUME201
...._.,., ")'S`=z__••.ft"'j3' J.tts,;,t ,x _.F.'1.v:.:sa:. •#sn
�:-.-„ ,..... :+_.. <.• .11.1 '^ ,. xy:, � :+;.'m :;........» Ta. , ^"•T^-i"T .. •-a.. ,;;;...... y,,.. .1"A�.1#.x, .: "...z• .• NOWLEDGE AND BELIEF. AS OF DECEMBER 12, 2018. PORT SAINT W.I Ma
»�'^•-''q"..;.. ..' a...,: `ts .•yr" ,.- :S-'t-}i : e;. .«s .«. ,. L�.^,( z-'.`maw,. �•- .> ... E T
„ems` ^.^ T4S ✓< �d"` t• ..}..... "f<i.'�3, i......'{„'R . .U.. � ..Iw . ..i.+. 'C) :G u �`.iY^.?:r -.
9S Y .s <Z: ;{�. ?%:8 ,d:.£.' «z .. RELEVATIONS
�:3:,"> +,. •; - ' .s...=,t'°'''•� S '". ^ ,......"' e^ ..». ,.......a».C., •I .T, .. « s.,... •,'.' Ta...., EING THE LAST DATE E FIELDS A SDARE ARE an2s6x-x455
_anxisz.:, r�..•� ,. � � ,t..e.°..„,?+.>....,a,.u.,.: � •1�- if'"a'1 s .3b`z'-'�•r.-fi xk •I'rts�.w�A�S��� zL � ^�iA4Po`'1�A?�� _
' ' «cx =• • '. 'a`,: „�'•-«..• « =�'»:'x":� ASED ON THE DESIGN ENGINEERS PLANS AND ARE
tu......... 's:".;«°•"`-;.:w'u�. a«t",-it..v. '>4:+1..., _ „x' .;+F::a '.L• -;,. -^#_
i
s _ _. '. .. y fs a _ £ r- ?>�sw 3 .x_ : • wu. » ; . t
a.. z-.^�„..-1,.z'• 1`t" T ,.
.,� .a '70. .. Y...L „,q.L - �3,„:.:-..,..s......fti e:»,».,. s --«. .,..,.» ... 7.'->=e•,.: »•,...» Is£ RaS�» "•;`r•. •.Ez.. ••f ELATIVE TO THE NORTH AMERICAN VERTICAL DATUM
a;;.pac z.,•."�:-.:.,:cv.r¢1n.,......- '5..,�.:._ .- .-.,. .___.t✓r«.i.,�s..._.Y•>M. z_-.. _ ....I�.....:O..W..�•s':. . ....,s'_• •„`•�`•>:re. _..__ _� 1H_._.. +-1.+. _. �x .:. tr• ,.zf: ..;- „� :«."�1.i -
TwY s"uOO •�+; ,+ra �=t�,.,.xtt#S ,L1� •a"':SuF �• +--,--.• V.,.L._.,• #i's+i� ����e,L.ut. 1••-^r�=���3 r�.',',',.��A.:_i.,�sx. Y.��.�, �„_.-.sx;y,: ,"•:tsi2 ^� f,.x-. F 1988 (NAVD'88). ALL DATA SHOWN ARE IN U.S.
. yr--
mx..33 # C'f•'.,=`�"~'} Tt' ^^' ET. THE AS BUILT DATA SHOWN IN THIS TYPE OF
TD(T
•:Ru,.ii:. m a rj ,L`sx1x' �+'S.•-L ASSUiLT NOTES AND REPORTS:
+'i �. •� Fx tx+,wM s» of taavnv ONSISTS OF THE FOLLOWING: HORIZONTAL LENGTHS
Ixtx�wN
v 1H1: IS NOT A BOUNDARY SURVEY. AND VERTICAL ELEVATIONS OF THE PAVING GRADING 1 V'24U
AND DRAINAGE IMPROVEMENTS FOR THE PROJECTIN -
' t- r y = .�. >3`-y{«'•".- - 2 THIS IS AN AS -BUILT SURVEY FOR PAVING, GRADING, AND IT - .
EX. 12' "" UESTION. -
�„� ' v D II i WATER MAIN - - - 3 RENRODUCRONS OF THIS MAP ARE NOT VALID WITHOUT THE SIGNATURE AND
REGRADE & RESOD EX. SWALE IGINPL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. THIS THIS IS NOT A BOUNDARY SURVEY.
= m 3:1 MAX SIDE SLOPES) RF-GRADE 8 RE80D EX $WgLE SURVEf CANNOT BE TRANSFERRED OR ASSIGNED WITHOUT THE SPECIFIC WRITTEN
(xg z 3:1 MAX SIDE SLOPES) - - - - - PERMISSION OF ENGINEERING. DESIGN ANO CONSTRUCTION ING IT IS A NOTATION -
(A { SEE SWALE SECTION D-D ON SHEET - OF CHAPTER SJ-17 iLORIDA AONINISTRARVE CODE. TO ALTER THIS SURVEY
- _ - _ - -
A�-b A m �'^ � ZE1L 36`CMP ( rK, W CMP� - - - - - WITHOUT THE EXPRESS PRIOR WWTTEN COIJSENT OF THE SURVEYOR. ADDITIONS '�'��� _--'r am r' _ ! r r /P o 4 s 3 OF 12
-.-0»m N) F FJ(. 36�40'CMp INy (WX 1202 INV (V0: 11.96 NNDLLOIll DELE11DNS MADE TO THE FACE OF THESE AS-BUILTS WILL MAKE THEM ICHAEL T. OWEN ..' SIGNATURE DATE
m XLr,1123
5n INV(Wj:12'2 INV (E). 11.9] INV (E411,99 4))THE AS -BUILT ELEVATIONS SHOWN HEREON ARE BASED ON THE DESIGN ROFESSIONAL SURVEYOR AND MAPPER
,^*'. INV U D VOID.
(EY. 12.12 - - - - - - - - - - - - - - - - - - ENGINF,ERS PLANS. L O UMBER::S5S6
^- T- AS
122�1 <<° -2,Q.V `GMGZ�I -�� ► ��S • or19 r od a t_ ,n 4 )sv_x Iv n l
alrfKz,le . .