HomeMy WebLinkAboutBUILDING PLAN PAGE 61-75RECEIVEa
Men 052018
P�rmlttin
St. Gu y 'Ou tywnt
D
LOCATION MAP
PORT SAINT LUCIE OFFICE
10250 SW VILLAGE PARKWAY
SUITE 201
PORT SAINT LUCIE, FL 34987
T 772-34OA990
T 772-462-2455
ENGINEERS ® SURVEYORS
'Ci www,edc-inc.com
F.B.P.E. CERTIFICATE OF AUTHORIZATION 9935
L.B. CERTIFICATE OF AUTHORIZATION 8098
CONSTRUCTION PLANS AND SPECIFICATIONS
KEY WEST
��O ,o
Y BO
MISSIONARY FLIGHTS INTERNATIONAL
RECREATIONAL VEHICLE PARK
SECTION 30, TOWNSHIP 34 S, RANGE 40 E
ST, LUCIE COUNTY, FLORIDA
PROJECT LOCATION
VICINITY MAP
LEGAL DESCRIPTION
THE SOUTH 200 FEET OF THE NORTH 245 FEET OF THE NORTH
1/2 OF THE NORTHEAST-'I/4 OF THE SOUTHWEST 1/4 OF
SECTION 30, TOWNSHIP 34 SOUTH, RANGE 40 EAST OF THE
PUBLIC RECORDS OF SAINT LUCIE COUNTY. FLORIDA.
LESS AND EXCEPTING ALL THE LAND DESCRIBED IN OFFICIAL
RECORDS BOOK 459, PAGE 2756, OF THE PUBLIC RECORDS OF
SAINT LUCIE COUNTY, FLORIDA.
LESS RIGHTS -OF -WAY FOR PUBLIC ROADS AND CANALS, IF ANY.
SAID PARCEL CONTAINS 5.2 ACRES, MORE OR LESS.
INDEX OF SHEETS
1. COVER
2. PHASING PLAN
3. LAND CLEARixIG & DEMOLITION PLAN
4. LAND CLEAR"!lJG & DEMOLITION DETAILS
5. STORMWATER POLLUTION PREVENTION PLAN
6. HORIZONTAL CONTROL PLAN
7. PAVING, GRADING, DRAINAGE PLAN
8. PAVING, GRADING, DRAINAGE PROFILES & DETAILS
9. UTILITY PLAN 1
10. UTILITY PLAN 2
11. GRINDER STATION / SLC UTILITY DETAILS /
GRAVITY SEWER PROFILE
12. SLC UTILITY DETAILS / GRAVITY SEWER PROFILE
13. FPUA UTILITY DETAILS
14. SIGNAGE & STRIPING PLAN
15. SPECIFICATIONS
XANNED
BY
St Lucie County
SLC PROJECT
NUMBERS
MNSP 420175121
. , , RZ .420175120
i
o. 82270
J.FfThAftso�+�E.
ALL ELEVATIONS SHOWN HERE §td�f 0 \\4�E PARKWAY
REFERENCE THE NORTH AMERICAN PORT SAINT LUCIE, FL 34987
VERTICAL DA-tUM NAVD88 � 772-462-2455
0)
N
r
CO
w
Q
H
Q
w
W
0!
0
J
a
Z
0
H
Q
Z
w
W
Z
H
_
(D
LL
0!
Q
Z
0
9
N I -
—-- -.--e__®__®_...w— -- .---_.— wu _- E.
-_-,...-..o— -- _._.«m..aim.-.�..-._«am..._.._m,._.,a w w.—:_ I
! 1 Yii lAll "M
FX WPiFflCI`1A,6 ____ ___ -
10-BB.e
E%.CPOFBM" ra»avllx>scaurewwEa
- - -- -- THE°T°R�
____________ _ ______ ____________ __________ _ ________ ________ _ _________________ _ ____-__ ___ __ _ _ _______ __ ____ _ ______-__ _______ ___-_______ ______ _ ___ --- -- ---- - - -- - -- waswwm
wB4S.L.C. CANAL No. 25 sa
IlRllll
II
I_.m.
ENGINEERSp
SURVEYORS
--------- -- - E.--- -- — -- -- - --- - - -- - -_ _____(90r ) EX BNN _______ - -- - - - - — -
------------
Z_pWO I .v: ,v,wuwGPEBUFFw
BB,BxB
VN°6GP1EBrr. —----
_
____ ________ ____________ _____ _ _ _ _ __ ______ _ ___ _ _ ______ ___ 1 II j.! PORT SAINT LUCIE E OFFICE
S69-6151-E 128317US. 10250SW VILLAGE PARKWAY
_„ —nm-- -- I 11
�-- -- -- se-- SUITE 201
fn-- — ,-- -- 'NPORT SAINT LUCIE, FL 34987
ww i ex
]w'R 772-4622455 "
,,,at ,,, s 1S,I
I
]6B
I
a „]] # :I
.x,
it IL
6P - ., �. I '0 www.edc-inc.com
IL
IT T5 I — _—A-- _a _: -
IL
gg gg
O S w DRY REreNnary AREA € __.____ „__..__. ._ ._..__:.. _..- -_ _...�.- r. _ I _ 1 3 r I F.B.P.E. CERTIFICATE OF AUTHORIZATION 9935 ,
0 05 1 28,824 SF(0662 AC) 12.7% x , �"v 'i
r- 3 MIN. T/BERM EL, 196 L.B. CERTIFICATE OF AUTHORIZATION 6098
BOTTOM EL. 15.5
.... , s ,. .. .,
Y. ROMP EL. ,95
m S m CONTROL EL. 1450-
6 BLEEDER EL. 17.61 •, ^aP_ __ __ ____ -- _ _ )TL4
21.
zPHASE 1;lQI } N wPHASE 1 PHASE 1 PHASE 1 PHASE 1 PHASE 1 .PHASE 1 Ph!ASE PI i,°°' Pi IASE 1 PHASE 1 PHASE i . I ❑ m o w
°°B ,.B, RV SITE 11 RV SITE 10 RV SITE 9 RV SITE 8 RV SITE 7 RV SITE 6 RV SI"fL= 5 C:V RV 517E 3 RV SITE 2 W SITE 1 a%' �!� j 3 z ; 3 N Z Z O '�I' m w
m �'= I t o❑ w
0 1 r—I ❑ $
0 o a O]
.�(. e
B X° z= z. ° t BurrER 13" p"O 1, a
1-
:.-'�R—�—�.�:� —- _.-•-• = =• = =•-•-='_'-•= •-•-•-•-•-•-•-•-•—•-•-'-' '-'-•-•-•-'-'-'—•-•-� w:r -�v •-aaaoo :b- -•—-'-'-•—•-•-
o / -- - >" s� _ _ a 3, \ /SIX 1
f. _ _ _ _ Wwl[e FwAu6ELF.Ni _ -P__.. ____ _ _ _ _ - __ _ _ .. cl ___ ___ - f 1GwE zM,B d
NR,.R RR1.xA �� °� oac p I 1
S STEEL BLVD. B
N EX
0 e (PRIVATE ROAD) SalwL : _._ _________ aEB oHe"VdEi` "0`..� I 909°Si5 — � _ 14'. !/-ON m
_--'_ - --
Q
. _ ___ _ EAR
Z �i,' /" Bas w ___ 'FFd�T�c Mery ��
n
__
-- E9BEaE ------ - �'0
III /' BEN RARRR - - --`�.
( IN FEET) / / �_ _ _ AS PLAN...___ __ ._. _ _ __,B,v{ w i R — —EEL BLV i m I a z
'"^*.;� �Y (PRIVATE ROAD) ID II Z
' 1 ^••"'"•^+•_ IX_E E_W PnV_EMEM__ II
1 inch = 50 ft. / �6G" ! F w
o I w
❑ o z '
W .PPS _ m w U
! l o Z z
o
ExwPro.a"au I Q
On
Z Ems- _ ________ __ ___ ___ _ ____- ___ ______m?awilwo __ ____w° N
�w
K
Ex itlE.(F6LCPE p• ••• •••• •, •.•., �
0 --- - -� '° E-- -- - - - ---- -
- -- - -- --- --- - --- ------ --- o" Q NR a N
S.L.C. CANAL No. 25 R "BE"Br r"N E ova' ! I Z W
Z - ------raaa+ex E%. rO'I". ( o W U
--
-------- - ---------- --- -------- ---- ---- - ---- - ------- -- ---- - ------- -- I m
- - - -- -- - -- ---- - - - --- R/W) -'-- -------- - ---------------- --------- - - --- - -- -- -- i
w -____ _ - --- - -- —__ -___--_— - ------ - ---- ---- -- ----- ---- ---- ------ --- ____ I D w w
-- -- -- -- -- -- -- - -- -- -- -- -- -- -- -- - -- -e-°s 51'E 1z03.n-- - - -- -- -- -- -- -- -- -- -- e'x _ ( II� ! a a
_ _w. __m — N ! 1 w m
w u :. 4m
I
z
z z
BIIEFFM 610 1N8 a ,6MN96GPe '°°' ,x ] � 1 � I o 5 5 ,BM
7{'we» °]° snwB� r�:By'{. a _.,. y�.......m�.._..,.,.. Er._. _....__ _.. _. _ _. _ .. _, �� _. , _._ ..... Bw-...... L V a a
= 4AY B� MF- B, , _ I y: zESO . B I ❑ ❑ ❑
❑ 1 i ..,_,,....... . _ _:...._... .. ..._._ _..._. _. _.. s°wo- V' V 'U V r (PHASE 2) v V v v V, v VI iPi ! cr so , i ! I w w w
z ,aSiAt
E.9.«x °°6 ' ,.1� ACCESSORY s. il (PHASE 2) : it
a` vBl, m m m 0 1 «n , n �B GARAGE , n 1. n } � " DORMITORY BUILDING W
¢„�
,«,i�'1� �x6 .BB I!t, ,' ted G ? FLOOR AREA- 6,558 S.F. ,I o �, Q ,
.. x`° ... ." „ �,< I F.F.E. - 21.00 I N rb v
�,. UC'J _ .. +, aB ,i (PHASE 2) J e I v Ij! o 0 0
❑ o� E
. • •° k am HID0 1 , ,:. POOL, HOT TUB. _ E Epp
¢ � � , �, ,. _. mttom . m ta+yu3t!mm :, .. I, . � &DECK ` EN �e I ;��� aEo •.. , � 61
w
'1
W
I
6 tt
r 1 I rc
x6am
AR
,au
~ « 3� , ,. -
xoN
Y
S
,{
li
AI'
'))Iy
e e y
6 ; , : �,z, � r l III o
- ... .. .4 { $ ,... ._. , rl::' i]e6 Y..tL'' Y. (��{i • , • , h :., € Ipf,Y1111tiYti MfMY4Bt�}AWY ,VPr :':"::� II '
O I _.. _.. .. .,.._.,__...... xM,:" 2 f ; H sh:; .,>?v.;111," k"vhlu, fl.. ' G -.EI
a I .._ +:F 'fi, _._. � k1f�Ly�*p. .. .,, .. :•, _..._ _..... ', ,. 1 ..' � � ...
�— --.�— --- — ���— — 1 €! P!
a
v '
�ggggag
U �,«] : 'ma`s B ,6LumsrueeuPR.n zwf vme 3A , e+a,x V B ys°B,
w, mil'
AIL
Lu
- u.. •' a f - - - - PHASE 2
6
— — — \ J
z �SA9'S E44RS'� rs -
II B ',
_., _ _ _ \ W
� ����•` DDCV, PIV ! Z
O .••"""� ./ _ ______ _ _ ___ . _ __ ___ - _ _ _ _ _____ ___ _________ _-_ - - _ _ _ - ___ _ __,__ _ ____ _ ___ ___ ______ iPasLc1_ ________ _ ______ FDIC _ u,r BB
_ LL
' mwcePP EME"r r I r
a PE,oRB,BE.PBx'm. --°N& Z
�/. STEEL BLVD. .G BRr I i
"i Q
a
_ _ _ �.
II
I
���III T O 908908°5
(PRIVATE ROAD) _
0 50
' = - tro --_ _.FQ9•Pii,4l, R'RTnAii�
ii _ _' `. IX. Eo6Eoi PnaVEMEM - -- E4tl --
W ! CBI
a STEEL BLVD.a I —L
W / i "'' BMM cm'ONYDe61 {
H IN FEET / / , : � / 1 PHASE PLAN ��_._�_:,. _.__.„„. _.� ..«..«.-_-----..___..,..,,.. µ _____ __- _____ __-Y----E. (PRIVATE ROAD) __
:
0 1 inch = 50 ft �6N 6G 1w— — Z
_ _______ ____ F%EWEO VEMEM Q
J
Z«__,.._........_....®_..a_.-»..m»-.>__..-..__..®._........®..m.,««.......,___.........._._.e...._.m...„.„m..._.a...w .+.a---.e�.u-.«_®_u_uaa a.m---_._...®_.__.m.._.__._....___._.._.. _.__..___._...._... _.......___mm«___,..._..._...._____________,.�.__._a..___.____._.___..___.-..____._._______._.___._________.__a_._______,�...__..____...:_.__w_,w___.�_-.___..___._.__._�__««wa__«m___arm.,.____...._.._.__.m_.__—__—__.m�mm.m—__..�__r__ �__.®__.ma..__®___..,__.__._.._ LL 0 =
O
CL
W i PaBAM" a/ Q
z i i Q L)
W ... IXWPTFX 6.IA16 m.,........m.«m....................._«._...._.__. .. .. .. _ _______
() .. ..,.m ........m..m _ ... ... ...._._.»..m....®®.-._,_...m.., ..-._'«.. _ •..m:... -
...�.. .....a�..__._.........e.__._._._.._.......m __.._®._�mma.__,._.....__..._m_ I1J
% .-. ., I,.m.
w---------- - --- ------------------------------ -- ------ -- F%.R1E66LCPE---------------------- ------------------ ------ ------ -- ---- --- -- --- - ------------- - - 6EC➢Nx ]°r M"lRT "i6, r J
o �wrL.�
--- W6oRN UJ
LL S.L.C. CANAL No. 25 - °"'"G °° i
--------- x -- - - --
------------ ------ - ---- --- -- ---- --- R/W) --------- ------------ -- -- --- - -- - -- --- ----- - --- -- --- --- - - --- --- - --- — - -- ----------------- --- �
I
_ _ _____ ______ _ _ _____ _ _____ _ ______ SBB°5151"E 1283.tT __ ____ _ II
EYrR[ieWF I
EXttNC£BPNN
I'
•m ,v,PNWGI'k BUFFEA W5° i]B9 - ,auNWGPE6uFFER .. IPLNimG `PSFE,B =°I tr/•
emt=
�w6 11 I I I
]xB
° , , i• • r,:.:
d ... . _.. ,«s „ COTTAGE COTTAGE I COTTAGE COTTAGE x COTTAGE COTTAGE OO(PHASE 3) (PHASE 3)�® ; g. s6 ss- as ao s6 ss [`rI I II !, Fie•..
1141
z —i SITE 6 SITE 5 B 1 n SITE 4 SITE 3 SITE 2 SITE 1 0 I1 i 1 �I �, �Q $2210
N
n
F I ® — _ -19
; ._. (� ;. icy R =4 _. Pit. ... ..1 �. III 1 , �.
`o
FJ.,.. I \
HiHItNCi t H ItttHN7 ! \ 4NNt{HNt -� tlNNt. , I / , o .�
w 1 .... itknmr„Asa.*s1.mtNittflflNHnznNtuNNmatlnr
m - i.- InnH aom tt a € € tnH'on a k k t€t 7 k nHHHnEHs:�Nr.ft•,ronrlr. Nrratl:ao-atsl .:,t, , .n{:r O, t I I j 1 ! I / _ _. _ �
W S ,liNllNiliiHNiIONHpIBNNpillilkNiiNli?UIHIIk Ni WkN l3Ukd1flt71ttflktfikNtHFlftfiktilHU€EUt4ipi111NIH797t tV NtFllt tktttttt#kflttktlINNi1HiiH1i1111N11L11HIfH;711HiiHtt tlftiPilH!@ y}I�,, covs,ml I cmnaf S
z .I I l
2MiO
„]6 j
«.
,
m� Iti I
w _ ,. <M .y .,_ �: `;, ilr, -, 4`Iry �q : Y{i{'N9% rtte.,,!', • ,k. _....1 ... C�•..� 41 I I i I € i I v°
��' "°] ° �" 1� q ____.,_. '-• : �' :: 1 10250 SW VILLAGE PARKWAY, SUITE 201
„" �h ( � tl ;':." '. • , _,. �_ = I PORT SAINT LUCIE, FL 34987
nnnnnrzr Bnnl , anen._amnuN+ivec'smR.o.-,v^neu' 1°0±e� „ fir.' ._�
m . "• v ,.;'. k." 1 ,..� y.. 2-462.2455
F x3� rr aL
k._
a I.BI .v `„i'=. t, .i i y :.'e a 4 • .: ,?
i III
w
,u
Y 1
� 77
,.BB' ,w t3 ..;,: '::#i. .x ¢ ,],6 . . ,]•B ,, niNe nn rmla„.� II x I
e L
t•
H
o
40
_t_ � ( •.
_ a.
�p0111,
— „Ulu Ii.
„a3 "" A0, 15 B ,61MSe NGBIIFFFA x3°IB ,. x]ma \ ,B,B Y"..q -"- II
210,
-- -- -- -- -- _� _=--------- -- --'ar- -----5�-- __ M: - -- -"E-- _- Ili 16-129
_ -
ll
•
• f•vcwnreBMnry ,.w.Pnis6 bM1SM• ,� l0• ` [`�^ a:.
W v NFxr E ,PRS Lc, -. •-.-
zx
afz 1`BO
FPER I)pe. rsa Pc - roz a ru 1ne '
l./ STEEL BLVD. , ` _�:.
O /--------- (PRIVATE ROAD) sr,w _ 909'S155E[ I
+ r _ __- _____--__ _ -_ _ __ Rf Po -°ery
SLC PROJECT
w
' a �w - - IX�EBFInVEB — - NUMBERS
BERPRPANRMt STEEL BLV
------PHASE 3 PLAN W
_ IPRIVATE ROM) ID M N S P 420175121
2 OF 5
-- — ---=� NRr
- - -- - -
( rrr FAT) ,/ , j - ''_« — -- RZ 420175120
�6a6Pn 6
T 1 inch = 50 ft. i•/i i .:__
EX WATER EL.-1415 W
STAKED TURBIDITY BARRIER IN .I
ACCORDANCE WITH FLORIDA _
____ _____ _EX. TOE OF SLOPE Oa ____-_ 1
--------- EROSION AND SEDIMENT CONTROL ---- -^A. '--- ^-----------�, n,3. t. °
^9
MANUAL. } + '\'
S.L.C. [C� CANAL
/No. 25
ry^ry ryry (a/oI !1/VV)
_� _____________ --EX. TOP OF BANK ry
___-__-_�___________________________________________________
}.__-___-_ 9
} +ryn� +ry°6 }ryn� } _______+.p-_________ 0 _________________________-__ �ry_______-_____.
a 9
U •.?,:r d ,y 30 050 + 6 (�-Yyyyg�3 ��]`/l,) + O 6002:. ffi
Z �0 4 Iu 1 0 30 B INSTALL SILT P 300 6 {oi� �'a' 300��/ 13 0095
o ° ° xa r. +FENCE(TYPJ 3o e ° 4 as o16
3 047 " 5 19.8 x
° 11 a � lt; 1
800
N 3 53 3 52 •r; )'r°
14 30
'® 3 54 823111
+
N 0 14442
n1'5614"� 7
O¢o 74 nC9Kry L-t
ayoy 3U'*rw O 5 ' 061,
t rt',i
m K �f UMH: 6A i ,h SA BA *Vls L
W 1 38 z-I ° r` ,3d
SA
O Mx: 19 �' '+ R M SA :t
J W
x o d 9� PROP. TREE BARRICADE Mx 19 ^ Mx. 19 I Mx:
o n 60 (SEE SHEET 4 FOR DETIALS)
o m u lJ
9 tS3 ry b }SA r !g
z 00 ' '\.n9+n1 R' 1 �••tu� MR: 19 (TYP.)
U
s
K.
EX. TREES TO
ry -
z o BE REMAIN
4'S's 1dgY + 4'
o EX. TREES TO ' �`4 230
BE REMOVED
(TYP.) n0' 94 ea n0° �;: o 1 )a,
,r, "�i
o y ® ey j!
s '
o CONSTRUCT STABILIZED
x '� 2300 CONSTRUCTION ENTRANCE " " ' t I, INSTALL LAND
z CLEARING PRIOR TO CLEARING 149
.�
(PER FLORIDA EROSION AND 0 134 �r
REMOVE OR RELOCATE PERMIT BOX I.,
3 �EX. 10' CHAIN LINK FENCE SEDIMENT CONTROL MANUAL)
F g 3 E a':.t 19
O SA �-y y rI I I+
INSTALL SILT .�1 Mx: [\���} 3016 1
3 1 `Ctrs' FENCE (TYP.) 9 -'565' 23014 a15+L
93 ^O� 4i7 ^9A ^O. n01 "5c5'� ^gry 2301] , u,19 11r1 °r'
w + + ^ ',. + 9 + 23013 tg 4d 48 } 2301ti
�. �.
RxiFAG� — „
o ._ >s (D�RIM=n.eo• + 'i•ne . +nm.
+ _
N n ^g. ^g. _. _.—._._.—._.—._.— _._^B _ _ _ _ _ _ — _. ey ...... ......
n1y "-� �• � EX 8" PVC WATER MAIN � . � . ��— — . — . � 9 — . -- . — .
____ __ ___ _____ _ _ _ _ ____ _ _ ____ -__
+ '�- ----- + +---- —+--- — --- - — +----- ---IF ------- ------------+------------------- +---
____________ _____ _----------------------------------
z
1500'WIDEFPUAEASEMENT.
/�� na PER ORB. 765, PG 226
,; ,'`. +nA ot" STEEL B LVD, n9yy n9Ay
Z y }
,+,^0 * �^ 00 ,yo (PRIVATE'ROAD) Py ,yF. 00 X. ASPHALT ROAD
}^ / y._______________________j_______________--_--_______-________________}-_-_____________________________________-__}________-_______________________________-____.y-____________-_______________________________.y.____-________ _____________________________
D. / ^y. -
i' 61' �/�� Lu
nOry n90 n9ry .�, n01 n0. ^O
WAREHOUSE + 9
4 0 PCN: 1430-311-0006-000-1 /� '
O FUTURE LAND USE: MXD / ; + NOTE: } I VACANT
w ZONING: IL BEFORE THE REMOVAL OF ANY I PCN. 1430-311-0007-0008
w IN FEET% > FUTURE LAND USE: MXD
w 1 inch 30 ) ft. // * TREES, THE CONTRACTOR IS TO ZONING: IL - CO
CONTACT EDC TO VERIFY THAT ALL
w W APPROPRIATE TREES HAVE BEEN
----------------------------------------------� N n... _.—w.,.._._...,,..._Z._..__.,_.---.._._-____....._._..__.__..._ _____"(_____ _ ----- ----- -, TAGGED FOR PRESERVATION WITH -- — __.._
3 J I ---- TOE- SLOPE
.____________ ____NORTH-LINE-0F -_-_ ^-�
EAST LINE OF
"n
- - - - ------ THE SOUTHWEST I/40F
SECTION30,TOWNSHIP34SOUTH,
`�
+'
9
�'
BARRICADES IN PLACED.
^
ry^' n�
THE WEST 1/2 OF
SECTION 30.
� iryn ry I}•ry
RANGE 40 EAST
+
+
J + + I
i3O'
TOWNSHIP 34 SOUTH,
'
I•
O
RANGE 40 EAST
2 I .IIII
'
?
O
EX. TOP OF BANK `�'
+ryn
O�
^^ EX. TOP OF BANK
+ry 1
— -- — -- --- — —
U II
I
-
---------------
I 1
I Ij:
i
+ S89'51'51"E 1283.17'
0 + 3002 Q 0. + 9 1^ ^,y y 128 II
9 300 0095 + ry n' 2'
3 13 INSTALL SILT + EX. TREES TO + }ry iry° a 23
1 FENCE (TYP.) `1.e�' 2 BE REMAIN a
so03 4 1 t PROP. TREE BARRICADE n9° a (TYP.) °c, o �€
+ (SEE SHEET 4 FOR DETIALS) + I •+.• t-r '�� {,
3 (TYP') + �• """ ^ EX. TREES TO �' II
o- BE REMOVED
n9 (TYP.)
� 9� n0 I II I
ry
3� ?g. (• ,,� LIMITS OF I I
i
SA ?t VEGETATION 9y II ,I
_+ UM14
, ^ A BA f1/A
Ib
y ^ 9P ry9b III11 ry^I°A£ME MH,19 pT' II , •9 ry"6
+ry +^ + + +
' I
' 1:,
OSA
J. +nry ME: 14 n°1
REMOVE
a �• np PAVED DRIVEWAY
EX.
LIMITS OF
o
EX. W PVC WATER MAIN
'\' I
003 `- VEGETATIONS •�^9 1 ^90 ry°no li I
z I
f ^ + V iI a REMOVE
2a o1 -1 N v ry� i EX. MAILBOX
y LIMITS OF VEGETATION T
t REMOVE EX.
1 ,x CONCRETE WALK I II
134 1358
1 s ; REMOVE
EXISTING
\ BUILDING
REMOVE EX. 4' ME: 20 3 I
INSTALL SILT 1 HIGH WIRE FENCE 4 y }9 ;�� \ CONSTRUCT STABILIZED o I <I
z302 \ \ REMOVE EX. CONSTRUCTION ENTRANCE ° '
FENCE (TYP.) 9 s ° 3 3os ° y \ \ PRIOR TO CLEARING o n9 99 i��° 1 ryg ry^o
j 34B +� 18 ^9 ELECTRICAL CONNECTION t `I
} 30 2 + \ INSTALL SILT + +^ + + + m' }
TO EX. BUILDING
ry \ (PER FLORIDA EROSION AND FENCE (TYP.) ; ;I
REMOVE SEDIMENT CONTROL MANUAL) zl
o- \ �\ EX WELL
•— — — �'— —'—• —' — —' — _. _f+l..._._._._.—. _. _. _. _. ._. _yn CATCH _ _ 6,�. I
EX. CA _
1 ny FX.8"PVC WATER MAIN O.R. BOOK 459, PAGE 2756 ^O. AJCSRV' ^0 +,14 30 8 ®
_--- - ____ +_ __ __ ____ _ (P.R.3L C) ___--+ ______ -__ __}_____ n0 � . � � \ ° 010 EX' O O EX. 12'xiB'
____ __ __
3 009 �_ WELLINV ERO1& i
+01 n0�• +�. ` ` 1 ^9� .... _._.. ._ ..:.. n�9 ... ^9A �� I EX. WATER VALVE
X. ASPHALT ROAD
a ° e" iP ° 589"51'55"E 229.78' y ,,� ry ^' i ICON PAD RIM=20.86'
90. O Oy +ny P FRB EASE `� .� ; '^4n0_^° 0. EX. NO •�.r _-i-
ERO ObA_, $ — t
ry°' II
______ ----- _______________ }_______+-____.. ^Oy9 ?26 01 -'- ___.}.�..______ ___ ____ -EX. EDGE OF PAVEMENT EX. B"PVC WATER MAIN ____ __________�,^9= - •_
PG N�---_, n 9 ITRESSPASSN of 0 _ LI— . — .
W7 -
^O� ` ns EX.CATCH , ^9. SIGN - -? II j
+ SASIN y BENCHMARK N0.1 ry --- + �93 yx
9 STEEL BLVD.
9
1 + T_ .�. - 18 70 (NAVD 38),. +n0 "` +ne°° +v9 "+' }^ ,�.^
91 �'a. ^$ y° �� (PRIVATE RfOAD y i
Q -----
«.."`", ^ --_____________ ^9 #�°�' ____EX. EDGE OF PAVEMENT
U VACANT .,..+ IEx. No 'so +---- -----'-- t -----------MENT ----- --+ II
PCN: 1430-311-0007-000-8 --------------------
"'�, EX
s N%I
w r 911
FUTURE LAND USE: MXD (SIGN ^°? 0 i N, I
Q ..,....«......_ .... ... + +^ n9pl ry I I .. EX. FIRE HYDRANT
' ZONING: IL - CO n 14, �nN PAn
LEGEND
®®
EXISTING METER
�-
PROPOSED SIGN
MITERED END SECTION
HANDICAP STALL
T,i
d;.
`t
EXISTING CONCRETE
tad;
EXISTING PAVEMENT
PROPOSED PAVEMENT
PROPOSED CONCRETE
C
433
TREE NUMBER
EX. OAK TREE TO BE
PRESERVED
EX. CABBAGE PALM TREE
TO BE PRESERVED
EX. PINE TREE TO BE
PRESERVED
EX. OAK TREE TO BE
REMOVED
tk
EX. CABBAGE PALM TREE
TO BE REMOVED
EX. PINE TREE TO BE
REMOVED
CALL 48 HOURS BEFORE
YOU DIG IN FLORIDA
CALL TOLL FREE
1-800-432-4770
IT'S THE LAWI
SUNSHINE STATE ONE CALL CENTER
OF FLORIDA, INC.
0 30
( IN FEET )
I inch = 30 ft.
SLC PROJECT
NUMBERS
MNSP 420175121
RZ 420175120
1
I 1
ENGINEERS O SURVEYORS
PORT SAINT LUCIE OFFICE
10250 SW VILLAGE PARKWAY
SUITE 201
PORT SAINT LUCIE, FL 34987
IT 772-340-4990
'772-462-2455
1 www.edc-inc.com
F B P.E. CERTIFICATE OF AUTHORIZATION 9935
L.B.CERTIFICATE OF AUTHORIZATION 8098
3
v
rn ZZ
m m N W J F N
> z 3 Z fr•1 z O 0O M¢ m
rN '3 o0
w 0 1? LL S O
F
a Z
F w
N �
0
w F O
> w z
Z
_ 0 w
O OU z
Z w
O w O O
N U
WMI
Z W
W
tL N U
K x 0_
D w W w
Z w z z
J F a a
A O O O
W W w
0 u1�2 w
L w W
Y 0: x 0
J
z
®
Y
qqJ
°
IL
R
a
a
®
U.
W
r
J
=
�
Z
F
/
W
0
�tn
Z
V
—�
O
Z
U.
I.f.
z
w
J
�
v
v
O
W
®
5
J
��qq
V/
Q
V)
�
J
t ;a;
//J1\CEN�F
og827E OF
10250 SW VILLAGE PARKWAY, SUITE 201
` PORT SAINT LUCIE, FL 34987
:\ 9 772-462-2455
16-129
3 OF 15
LAND CLEARING DEBRIS DISPOSAL METHOD: n s'c" n FTP20-06 FTP21-06 CROWN DRIP LINE OR
1.) DEBRIS WILL BE SORTED ON -SITE IN THE STOCKPILE AREA AND HAULED OFF -SITE FOR REMOVAL. NO BURNING WILL OCCUR ON -SITE. OTHER LIMIT OF TREE
SOIL STABILIZATION METHOD: CONCRETE STOP CONCRETESTOPPARKINGBY
PROTECTION AREA.
z'
"
1.) GEO-TECHNICAL EXPLANATIONS HAVE INDICATED THE ON -SITE SOILS ARE SUFFICIENT FOR USE IN ROAD/LOT CONSTRUCTION. ON -SITE SOILS WILL BE DISABLED
PLACED AND COMPACTED USING VIBRATORY ROLLING MACHINES. PERMIT 60
ONLY
EROSION CONTROL DEVICES: NE PARKING BY
1.) CONTRACTOR IS RESPONSIBLE FOR PROVIDING AND MAINTAINING EROSION AND SEDIMENT CONTROL USING THE LATEST FLORIDA EROSION AND �u �D 3 szso mAx DISABLED A��
SEDIMENT CONTROL MANUAL STANDARDS. x x FTP 22-06 PERMIT �, �J-,-:.�J%' J� rr
3 ENGINEERS ® SURVEYORS
3 w w w w ONLY �.O^�-
2.) EROSION CONTROL DEVICES SHALL BE POSITIONED AT LEAST 5 FEET FROM PRESERVE AREAS. H B 3 '�. \ /,� / TI` ���.\.� 7
18' m m \,rE m m E250NMPX "\ H�)) ��, L f z)C.�uu S.y PORT SAINT LUCIE OFFICE
3. ALL EROSION CONTROL DEVICES AND PRESERVE BARRICADES TO PREVENT SILTATION OF ADJACENT PROPERTY, PUBLIC RIGHT-OF-WAY, WETLANDS AND 16 N+� <J7��J��� Y)O�'� %\ 1, , /� ` P F r,2 , 1025o SIN VILLAGE PARKWAY
z ) WATERWAYS WILL BE IN PLACE PRIOR TO THE PRE -CONSTRUCTION MEETING. CONTRACTOR TO HAVE COPIES OF PERMITS AND CONSTRUCTION PLANS WHITE WHITE NOTES: FTP 22-06 Jh , J`a h2TE 201
� �l Lr QJ� ,t �� , \ PORT SAINT ILUC E,, FL 34987
ti ON THE SITE, IN THE PERMIT BOX, ITS LOCATION IS SHOWN ON THIS PLAN. 1. FTP 20-06: TOP PORTION SHALL HAVE REFLECTIVE BLUE ��v > B i �� Y^ �i `� f>z ,�c
7 cP C r v'� f , p, r (—. i .�. 772-340�990
❑ 6O" BACKGROUND WITH WHITE REFLECTIVE SYMBOL AND `J">-
W BORDER. BOTTOM PORTION SHALL HAVE A REFLECTIVE _V \:� y r` J> c, n 1_I �� ��I o fA�` �L W 1 yC P� \v P'Y 772-462-2455
O 4. ALL CONSTRUCTION BARRICADES, SILT FENCES, AND TURBIDITY BARRIERS WILL REMAIN IN PLACE AND BE MONITORED FOR COMPLIANCE BY THE PERMIT WHITE BACKGROUND WITH BLACK OPAQUE LEGEND AND V-AI I )---��.,r ` fi- '\`�-� G(�u ,� " J) , l'
HOLDER DURING THE PERMITTED DEVELOPMENT ACTIVITIES, THESE WILL REMAIN IN PLACE UNTIL GRASSING OR SODDING HAS BEEN COMPLETED OR BORDER. ��< -per ,zf r�,
UNTIL SILTATION AND EROSION ARE NO LONGER A THREAT TO ADJACENT PROPERTY AND WATERWAY. z. FTP z1os: TOP PORTION SHALL HAVE REFLECTIVE BLUE G Y >v5 k (%' G (` jrc�Zk'j�
m BORDEROBOTTOM PORTION SHALL HAVEA REFBACKGRUND WITH WHITE REFLECTIVE O ECTNE 1p`J)J )l�\"'� Y>`- S�"(/ /�/$(\
D 5.) FOLLOWING CERTIFICATION OF OCCUPANCY FOR THE DEVELOPMENT, ALL BARRICADES AND EROSION CONTROL DEVICES SHALL BE REMOVED AND WHITE BACKGROUND WITH BLACK OPAQUE LEGEND AND ��' ?; 7 �'Y , ,c, !-,'y- ,7�J ,� '0 www,edc-inc.com
DISPOSED OF BY THE CONTRACTOR. BORDER. U`� w�, \�rcC�I\<T� �w-'����% (> r�^.� r�,�,� \'1�\C �4 l� y �`
O 4. FTP 22-OB IS SFTP 20-06 IS UPPLEMENTALPANELFOR THE FTP 20-O6R USE IN AREAS WHERE SPACE IS 0 p�\-1`y/�.�,�'/J\L 1-\\J i�l, v'/ �r V�)°i\�/�6;r'!�Y1 ���'^\b F.B.P.E. CERTIFICATE OF AUTHORIZATION 9935
F _ 12' 5 12' 8FTP 21-06 SIGNS. ��`� 1D ((/�` 7"V�\ �i'� �\/�/�(v L ./r5 A/-�L L.B. CERTIFICATE OF AUTHORIZATION 8098
3 DATUM NOTE: MIN, MIN, MIN. 5. HEIGHT SHALL BE 7 FEET MEASURED FROM T}IE GROUND O `'Wp , < 4 ✓� ✓%`S\ Y\ II` z
W 1.) ALL ELEVATIONS SHOWN ON THESE PLANS REFERENCE THE NORTH AMERICAN VERTICAL DATUM 1988 (NAND). ATYPICAL ACCEPTED CONVERSION TO OR SIDEWALK TO THE BOTTOM OF 'PERMIT ONLY" SIGNOR
`�Y V v `'w(� '"zV�� v `� I �° /yr`G-/`�- v v ;'p
m NGVD FROM NAND IS==>NAVD=NGVD-1.475'. SFEET TO THE BOTTOM OF"$250 FINE"SIGN. C 1 \\,O\`
HANDICAPPED SPACE DETAIL 6. REFER TO FOOT INDEX No. 17346 FOR PAVEMENT MARKING V
DETAILS & FOOT INDEX No. 17M5 SIGN DETAILS.\y �� _ ,6
CLEARING NOTE: 1-�(� p_��ZN,, i v n 1:'( a V-Z> (� p
Y1�iiJC%iP
z 1.) LIMITS OF CLEARING TO INCLUDE ALL AREAS WITHIN BOUNDARY LINE AND UP TO THE SILT FENCE, AS SHOWN ON THE CLEARING AND DEMOLITION PLAN. 48" HIGH DENSITY
ORANGE C16 )( o E u " J�L`�� ;. ti'; � m > N w W N
} 2J ALL NON -PROTECTED EXISTING VEGETATION (EXOTICS) IS TO BE REMOVED, UNLESS OTHERWISE NOTED. POLYETHELENE I`��J��1( , °� '>`^ �Ja�l� `�,�c\���,�Y?, ~ "\y(�� 3 0 ? o o o
Z 3.) NO ADDITIONAL LAND CLEARING SHALL COMMENCE UNTIL A SATISFACTORY INSPECTION OF THE REQUIRED CONTROL STRUCTURES AND BARRICADES 2-
. FENCE I �f, q���!7,��.< < �ti v� w,�v(/�s� ' I` I y o J w
O HAS BEEN OBTAINED. `J v(\ i//�- J \ 'T ^ �I �i �i��y I ��� 2�/- o ° `" O
1= PAINTED STRIPE (TYP.) �� �� �,G ��� ,JK� \�� �.�, ��, \ N ti o
v `�� o WIRE OR ZIP `\\� ��i ilf �J
4.) A LAND CLEARING PERMIT MAY BE OBTAINED SUBSEQUENT TO THE SATISFACTORY INSPECTION OF THE CONTROL STRUCTURES AND BARRICADES. THIS '-e'
PERMIT SHALL BE POSTED IN THE PERMIT BOX, ITS LOCATION SHOWN ON THE CLEARING AND DEMOLITION PLAN. i i C o La `�>� "✓ ' O S �� `��,
TIES TO SECURE
`
z
g
5.) TREE PROTECTION BARRICADES ARE TO BE CONSTRUCTED PER ST. LUCIE COUNTY LAND DEVELOPMENT CODE CHAPTER 6.00.05.C.
(
I
NOTE:
SAFETY FENCE �� " '� oQ V > y n
TO POST 4�� I °—
(I
ALL PAVEMENT MARKINGS PER FOOT
jp`A --�4 ``-�� w 72" T-POST
S
GENERAL NOTES:
CAR STOP o
INDEX #711-001 & SIGN DETAILS FOOT
rz J DRIVEN 20" MIN
IM
1.) PROPERTY CORNERS SHALL BE LOCATED BY A LICENSED LAND SURVEYOR AND CLEARLY MARKED IN THE FIELD PRIOR TO THE ENGINEERING
(TYPO
INDEX #700-102 OF THE LATEST FOOT
`�
j
DEPARTMENTS PRE -CONSTRUCTION MEETING FOR SITE DEVELOPMENT.
(
DESIGN STANDARDS.
8' BELOW GRADE
I
w
F
3 L-
4'
0 18, EXISTING
3 1 GRADE
z
TYPICAL 18' PARKING STALL
Pr
z
O .
U
Q
..
UU
of
Ix
Edge Of Detectable <T B " Dome Pattern Shall Be .
oWarning In -Line With DirectionIL
r Of Travel
,R
11
NOTES:
b b'o
z -- Truncated Dome 02, 1. NO PRUNING SHALL BE PERFORMED EXCEPT
IL -0 O 5(See Detail) I Domeal BY APPROVED ARBORIST.
2. NO EQUIPMENT SHALL OPERATE INSIDE THE w E— PROTECTIVE FENCING INCLUDING DURING
Ix O O O O ewe �— FENCE INSTALLATION AND REMOVAL.
,
0
os
N
M
O
z
Z
w
� N '
o z k,
z
�0
za
Z W
W w i!
J �
N
05
z
UJ
U
Ul
a
m
z
a
w
iz
m
N W
a❑
a
rux N� 3. MAINTAIN EXIS , ,NU GRADE WITH THE TREE
a PROTECTION FENCE UNLESS OTHERWISE
LU
z All Sidewalk Curb Ramps shall have Detectable Warning Surfaces that INDICATED ON THE PLANS. J
a extend the full width of the ramp and in the direction of travel 24" (610mm)
from the Back Of Curb & should be "cured in place" type not "screwdown". Q
OAK TREES PRESERVED OAK TREES TO BE REMOVED PINE IZEE5 PRESERVED PINE TREES TO BE REMOVED PALMS PALMS TO NOTES: TREE PROTECTION SAFETY FENCE D E TA I L Y a
_ # SIZE MITIGATION # SIZE MITIGATION SIZE MITIGATION # SIZE MITIGATION PRESERVED HE REMOVED REFER TO FOOT INDEX 304 FOR FURTHER DETAILS
(INCHES) CREDIT(") (INCHES) CREDIT (") (INCHES) CREDIT(") (INCHES) CREDIT (") # Z
3 CURB RAMP DETECTABLE — o
Of 345 18 36 363 28 56 561 12 24 346 26 52 1 30008 1 30001 ® '^ J
Ow 350 18 36 368 22 44 565 14 28 369 24 48 2 30009 2 30003 WARNING V/
z 399 12 24 384 36 72 1269 20 40 371 24 48 3 30010 3 30005 J LL
W 402 12 24 406 14 28 1270 14 28 374 24 48 4 30011 4 30006 11�1
iJ 413 14 28 431 12 29 1341 12 24 424 32 64 5 30015 5 30013 D E TAI L S F O R S T R I P I N G P LAN W O
❑ 913 14 28 431 29 98 1391 12 29 529 18 36 6 30015 6 30013 LL
416 14 28 438 18 36 1343 18 36 1286 16 32 7 30016 7 30014 W
W 919 29 48 442 12 24 1356 20 40 1287 18 36 8 30017 8 30018 L W
O 421 12 24 477 18 36 1358 14 28 1288 20 40 9 30019 9 30026 48' HIGH DENSITY ORANGE W ' Q
433 12 24 490 18 36 1492 24 48 1290 98 96 10 30029 10 30027 �GEp19 ��� PULYETHELENE SAFETY FENCE L Q
a 456 30 60 497 40 80 1445 18 36 1291 18 36 11 30038 11 30028 PER �-
0 461 36 72 526 24 48 1479 12 24 1292 18 36 12 30046 12 30029 (, PS �^ W\ _ r
a 469 14 28 529 12 24 1480 12 24 1293 20 40 13 30047 13 30030 SP PCIN U) / {� I�
w 478 36 72 554 16 32 1481 12 24 1296 22 44 14 30048 14 30031 PQSl U)
vai 989 18 36 1273 16 32 1989 12 24 1351 24 48 15 30049 15 30032 STAKES, 72' T-POST DRIVEN / A s
W 505 12 24 1274 24 48 1485 12 24 1353 24 48 16 30050 16 30033 �` 20' MIN. HELOW GRADE -P .� V C
510 24 48 1285 14 28 1486 16 32 1354 18 36 17 30052 17 30034 i Z C
p 566 12 24 1317 30 60 23001 22 44 1355 20 40 18 30053 18 30035
1275 42 84 1318 28 56 23005 5 10 1362 12 24 19 30054 19 30036 WIRE OR ZIP TIES TO SECURE
SAFETY FENCE TO POST
1277 16 32 1324 14 28 23006 5 10 1363 12 29 20 30055 20 30037 N
O 1279 14 28 1333 20 40 23007 5 10 1472 24 48 21 30056 21 30057 —i
❑ 1280 12 24 1334 14 28 23008 11 22 1473 12 24 22 30063 22 30058 LsL W
0 1281 26 52 1336 12 24 23009 4 8 1474 20 90 23 30070 23 30059
w 1299 30 60 1352 24 98 23010 3 6 1977 12 29 29 30076 29 30060 FINISHED GRADE �( Z
z 1311 44 88 1361 14 28 23024 9 18 1478 14 28 25 30089 25 30061
vi 1319 60 120 1366 18 36 1495 14 28 26 30095 26 30062 4B' Q W V N
w 1349 14 28 1367 12 24 1996 12 29 27 30108 27 30069 ° n WLLJ
U 1346 18 36 1394 26 52 1497 14 28 28 80003 28 30065 48 Safety Fence, 72 T-Posts Z V Z 0 �
w1348 18 36 1395 14 28 1498 16 32 29 80011 29 30066
W 1360 40 80 1396 12 24 1499 12 29 30 80012 30 30067 YN LEGEND O W Q
U.
1365
18
36
1397
14
28
1500
12
24
31
80013
31
30068
O
1369
36
72
1398
14
28
1501
16
32
32
80031
32
30069
5\On
B
w
1370
29
48
1908
12
24
33
80032
33
30071
2
1384
12
24
1410
24
48
34
80033
34
30072
0
Of
1393
12
24
1411
18
36
35
23002
35
30073
1407
26
52
1413
12
24
36
23003
36
30078
1409
24
48
1416
14
28
37
23016
37
30079
z
1414
30
60
1417
14
28
38
23022
38
30080
0
1415
18
36
1447
12
24
39
30086
<
1418
28
56
1449
14
28
40
30091
?
1436
14
28
1450
20
40
41
30092
W
42
30094
SAF12
48'
ORANGE
FENCE,
12
FEET
O,C,
SAF11
48'
ORANGE
FENCE,
11
FEET
D.C..
SAF10
46'
ORANGE
FENCE,
10
FEET
O,C,
SAF9
46'
ORANGE
FENCE,
9
FEET
O,C,
SAF8
48.
ORANGE
FENCE,
8
FEET
D,C„
SAF7
48'
ORANGE
FENCE,
7
FEET
O,C,
SAF6
48-
ORANGE
FENCE,
6
FEET
D.C.
a
z
N
a
W
o
�
W
N
N
Z
z
W
W
W
Ix
O
O
U
}
Z
Z
K
WO
O
a
❑
U
U
Z
W
W
W
w
LL
U
U
O
J
J
Z
O
W
U
_j
K
K
W
¢
a
a
Z
w
z
z
0
awo
U
I-
a
a
❑
❑
❑
❑
w
w
w
w
w
w
w
w
N
N
N
N
cb
�N'V
c
m
0000
Of
1437
18
36
1453
14
28
*
=
1938
12
24
1459
16
32
44
30098
DIE 7 . HAFJMSON,,P,�
❑
r
1991
1441
92
24
84
98
1455
1455
18
12
36
29
45
30099
$1 279ATE OF
w
w
1470
1489
12
12
24
24
1475
23004
14
19
28
38
46
97
30102
30103
Sensitive Area/Tree Protection
O •
www.eroslonrUrner,com
a
1493
12
24
80029
12
24
48
30104
rD
80016
10
20
99
30107
cz7
80022
16
32
50
30109
1. ALL SENSITIVE AREAS SHALL BE PROTECTED AS PER PLAN.
IE
(f \
w
23011
11
22
51
80020
2, ALL TREES IN THE CONSTRUCTION AREA NOT SPECIFICALLY DESIGNATED FOR REMOVAL SHALL BE
❑
23012
6
12
52
80027
PRESERVED AND PROTECTED WITH HIGH VISIBILITY FENCE AS PER PLAN,
10250 SW VILLAGE PARKWAY, SUITE 201
°z
23013
8
16
53
80028
3, WHEN PRACTICABLE, INSTALL HIGH VISIBILITY 3 FEET OUTSIDE OF THE DRIP LINE OF THE TREE,
PORT SAINT LUCIE, FL 34987
a
23019
6
12
4, SAFETY FENCE SHOULD BE FASTENED SECURELY TO THE T-POSTS.
M 772-462-2455
a
23015
4
8
5. THE FENCING MUST REMAIN IN PLACE DURING ALL PHASES OF CBNSTRUCTIONI ANY CHANGE 9F THE
w
23017
8
16
PROTECTIVE FENCING MUST BE APPROVED.
Uz
23018
22
44
0
23019
8
16
W
23020
6
12
F
23021
6
12
x
23023
6
16
1 6- 1 29
~
3
23025
6
12
UJ
w
x
F-
w
°
0
SLC PROJECT
i
TREE COUNT (MITIGATION)
1,165
2,330
1 1
859 1
1,718 1
1 318
636
616
1,232
38
53
NUMBERS
4 OF 15
2,330 + 636 = 2,966 (TO BE PREERVED)
PINE & OAK TREES
ARE MEASURED
@ (DES)
417' ABOVE GRADE.
PALMS
ARE
10' (CT)
O
1,718 + 1,232 = 2,950 (TO BE REMOVED)
MNSP 420175121
0
CLEAR
TRUNK-
+16 MITIGATION (CREDITS)
RZ 420175120
z
n
0
O
z
i
K
Z
Z
Z
y
GENERAL NOTES EROSION CONTROL
1.0 SITE DESCRIPTION
2.C.3 STATE AND LOCAL REGULATIONS (WASTE, SANITARY, AND SEPTIC) FILTER FABRIC TO EXTEND 8"
THE CONTRACTOR IS SOLELY RESPONSIBLE FORM DOCUMENTING THIS PORTION OF THE SWPPP. MIN. FROM GRATE SIDES
2.D STATE AND LOCAL PLANS
1.A.NATURE OF CONSTRUCTION ACTIVITIES THIS PROJECT. QUALIFIES FOR A "INDIVIDUAL PERMIT" FROM THE SOUTH FLORIDA
THIS PROJECT WIL BE CONSTRUCTED IN THREE PHASES. CONSISTING OF 6 COTTAGES, WATER MANAGEMENT DISTRICT (SFWMD).
1 ACCESSORY GARAGE, A CLUB HOUSE, AND 12 RV PADS, BUILDINGS TOTALING 13,514 SQ. FT. 3. MAINTENANCE
AND 74,000 SQ. FT. OF PAVEMENT, CONCRETE, & PAVERS ON 5.204 ACRES WITHIN ST. LUCIE
COUNTY, FLORIDA. ITEM MAINTENANCE POSED REPLACEMENT INTERVAL
1.B SEQUENCE OF MAJOR SOIL DISTURBING ACTIVITIES SILT FENCE IN ACCORDANCE WITH THE FLORIDA EROSION 6 MONTHS
AND SEDIMENT CONTROL MANUAL AND FDOT
THE .FOLLOWING SEQUENCE OF MAJOR ACTIVITIES SHALL BE FOLLOWED UNLESS THE CONTRACTOR STANDARD SPECIFICATIONS FOR ROAD AND
CAN PROPOSE AN ALTERNATIVE THAT IS EQUAL OR EXCEEDS THE EROSION AND SEDIMENT CONTROL BRIDGE CONSTRUCTION SECTION 104..
PRACTICES DESCRIBED IN THIS DOCUMENT, AND IS APPROVED BY THE ENGINEER. THE DETAILED
SEQUENCE FOR THE ENTIRE PROJECT CAN VARY SIGNIFICANTLY FROM CONTRACTOR TO CONTRACTOR.
THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING A DETAILED SEQUENCE OF CONSTRUCTION FOR PONDS REMOVE SEDIMENT WHEN IT BECOMES' -
ALL CONSTRUCTION ACTIVITIES.. 0.15M (61') DEEP.
1. PLACEMENT OF ALL EROSION CONTROL DEVICES. SYNTHETIC
2. CLEARING AND GRUBBING, EARTHWORK AND EXCAVATION OF PONDS. BALES REMOVE SEDIMENT WHEN IT REACHES 3 MONTHS
3. STORM SEWER CONSTRUCTION; ALL STORM SEWER SHALL BE CONSTRUCTED IN THE UPSTREAM 1/2 HEIGHT.. OF BALES.
DIRECTION.
4. EARTHWORK ASSOCIATED WITH ROADWAY, CURB, SUBGRADE, BASE AND PAVEMENT. THE CONTRACTOR SHALL MAINTAIN RAIN GAUGES ON -SITE AND RECORD DAILY RAINFALL. THE
5. FINAL SEED AND MULCH AND OR SODDING OF THE UNPAVED PROJECT AREA AS CALLED FOR IN CONTRACTOR IS ALSO RESPONSIBLE FOR DOCUMENTING THIS PORTION OF THE SWPPP IN THE
PLANS. SECTION 104 EROSION CONTROL PLAN..
1.0 AREA ESTIMATES 4. INSPECTION
TOTAL SITE AREA: 5.204 ACRES
TOTAL AREA TO BE DISTURBED: 5.204 ACRES QUALIFIED PERSONNEL SHALL INSPECT THE FOLLOWING ITEMS AT LEAST ONCE EVERY .SEVEN
CALENDAR DAYS AND WITHIN 24 HOURS OF THE END OF A STORM THAT IS 0.50 INCHES OR
I.D RUNOFF DATA GREATER. WHERE SITES HAVE BEEN FINALLY STABILIZED, INSPECTIONS SHALL BE CONDUCTED
AT LEAST ONCE EVERY MONTH.
RUNOFF COEFFICIENTS.: BEFORE: 030 POINTS OF DISCHARGE TO WATERS IN THE UNITED STATES.
DURING: 0.30-0.61 POINTS OF DISCHARGE TO MUNICIPAL SEPARATE STORM SYSTEMS.
AFTER: 0.81 DISTURBED AREAS OF THE SITE THAT HAVE NOT BEEN FINALLY STABILIZED.
SOILS DATA: AREAS USED FOR STORAGE OF MATERIALS THAT ARE EXPOSED TO PRECIPITATION.
THE SOILS ARE SILTY FINE SAND TO CLEAN SANDS. THE SMALL SAND PARTICLE SIZE WILL STRUCTURAL CONTROLS.
MAKE THE POTENTIAL FOR EROSION HIGH. STORMWATER MANAGEMENT SYSTEMS.LOCATIONS WHERE VEHICLES ENTER OR EXIT THE SITE.
DRAINAGE AREAS FOR EACH OUTFALL: 5. NON-STORMWATER DISCHARGES
1.E SITE MAP -
THE CONTRACTOR IS REQUIRED TO SUBMIT A DEWATERING PLAN TO SFWMD FOR APPROVAL PRIOR
THE CONSTRUCTION PLANS WILL SUBSTITUTE AS SITE MAPS. LOCATIONS OF THE REQUIRED TO COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES THAT REQUIRE DEWATERING. THIS PLAN
INFORMATION ARE DESCRIBED BELOW. SHALL INCLUDE ANY STOCKPILE AREAS AND EXCAVATION AREAS. SEE SFWMD RULE 40 D-2
CONSUMPTIVE USE OF WATER, RULE 40 D-3 REGULATIONS WELLS SPECIFYING REQUIREMENTS FOR
DRAINAGE PATTERNS: DEWATERING AND ERP APPLICATION SECTION E, SUBSECTION D CONSTRUCTION SCHEDULE AND
THE DRAINAGE FLOW DIRECTIONS ARE SHOWN ON THE PAVING AND DRAINAGE PLAN. TECHNIQUES.
APPROXIMATE SLOPES: THE CONTRACTOR IS RESPONSIBLE FOR DOCUMENTING THIS PORTION OF THE SWPPP. IF
THE SLOPES OF THE SITE CAN BE SEEN ON THE PAVING AND DRAINAGE PLAN AND CROSS CONTAMINATED SOIL OR GROUNDWATER IS ENCOUNTERED, CONTACT THE DISTRICT HAZARDOUS
SECTIONS. MATERIALS COORDINATOR.
AREAS OF SOIL DISTURBANCE: 6. RESPONSIBLE ENTITIES
THE AREAS TO BE DISTURBED ARE INDICATED ON THE PLAN. ANY AREAS WHERE PERMANENT -
FEATURES ARE SHOWN TO BE CONSTRUCTED ABOVE OR 13ELOW GROUND WILL BE DISTURBED.
THIS SWPPP MUST CLEARLY IDENTIFY, FOR EACH MEASURE IDENTIFIED WITHIN THE SWPPP, THE
AREAS NOT TO BE DISTURBED: CONTRACTOR(S) OR SUBCONTRACTOR(S) THAT WILL IMPLEMENT EACH MEASURE. ALL
FOR THE PURPOSE OF THIS PLAN, IT IS REASONABLE TO SAY THAT ALL AREAS OF THE PROJECT CONTRACTOR(S) AND SUBCONTRACTOR(S) THAT WILL BE RESPONSIBLE FOR THE IMPLEMENTATION
WILL BE DISTURBED DURING SOME PHASE OF CONSTRUCTION. AND MAINTENANCE OF THE MEASURES IDENTIFIED. IN THE SWPPP MUST SIGN THE FOLLOWING
CERTIFICATION:
LOCATIONS OF CONTROLS:
THE EROSION CONTROL DEVICES AND LOCATIONS ARE SHOWN ON THE PAVING AND DRAINAGE PLAN. "I CERTIFY UNDER PENALTY OF LAW THAT I UNDERSTAND, AND SHALL COMPLY WITH, THE TERMS
AND CONDITIONS OF THE STATE OF FLORIDA GENERIC PERMIT FOR STORMWATER DISCHARGE FROM
AREAS TO BE STABILIZED: LARGE AND SMALL CONSTRUCTION ACTIVITIES AND THIS STORMWATER POLLUTION PREVENTION
TEMPORARY STABILIZATION PRACTICES ARE ALSO SHOWN ON THE PLANS, IF APPLICABLE. PLAN PREPARED THERE UNDER."
AREAS OF PERMANENT STABILIZATION ARE SHOWN ON THE PAVING AND DRAINAGE PLAN.
SURFACE WATER:
SURFACE WATER DISCHARGE IS SHOWN ON THE PAVING AND DRAINAGE PLAN. THE SURFACE WATER
OF THE PROJECT WILL DISCHARGE TO THE DRY DETENTION AREA TO THE WEST SIDE OF THE
PROPERTY. COMPANY NAMEADDRESS
NAME AND TITLE ' RESPONSIBLE ITEMS DATE
1.F RECEIVING WATERS AND PHONE NUMBER
THE SURFACE WATERS OF THE PROJECT DISCHARGE DIRECTLY INTO THE F.P.F.D.D. CANAL No. 25
ON THE NORTH SIDE OF THE PROPERTY.
2.0 CONTROLS
2.A EROSION AND SEDIMENT CONTROLS
THE FOLLOWING DEFINES GENERAL QUANTITIES FOR THE SEQUENCE OF CONSTRUCTION AND THE USE
OF STABILIZATION AND STRUCTURAL PRACTICES. THE CONTRACTOR IS ALSO RESPONSIBLE FOR
DOCUMENTING THIS PORTION OF THE SWPPP. THE CONSTRUCTION OF THIS PROJECT IS EXPECTED
TO LAST SIX MONTHS.
INSTALL STABILIZED CONSTRUCTION ENTRANCES AT ALL COMMON AREAS WHERE CONSTRUCTION
VEHICLES WILL BE ENTERING AND EXITING THE CONSTRUCTION SITE.
THE DRIVEWAYS SHALL BE CONSTRUCTED USING A SOIL TRACKING PREVENTION DEVICE -
(SEE DETAIL)IN ACCORDANCE WITH THE FLORIDA EROSION AND SEDIMENT CONTROL MANUAL AND *'Vinyl Sheathed fAW Steel Cabe
fgBW Lbs. Break7np Strerg/hl W/th
FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION SECTION 104. Gahanized Conneatws(Toot Free Disconnect) Closed Cell Solid Plastic Foam
Slotted PVC Connector Pipe Flotation W Via. Equity.) UR Lbs.
(Meta/ Collar Reinforced) Closed Cell Sand Pleetle Foam Per Ft. Bimyaoy)
INSTALL SILT FENCES, TYPE III, AROUND ALL DITCH BOTTOM INLETS ON THE PROJECT, AND THE FlataRon (B" D/a. Egnv.) (17 lbs.
PROJECT PERIMETER. FILTER CLOTH UNDER THE GRATES ON CATCH BASINS MAY BE USED IN LIEU Per Ff. Buoyancy!
OF A SILT FENCE.
r
Rope
INSTALL STAKED TURBIDITY BARRIERS AT THE LOCATIONS AS INDICATED IN THE PAVING AND (!6 Oz. Nylon Reinforced ai Oz. Nylon Remfaraed I /6 Breaking
PVC Fabric (300 psi Testl VC Fabric, (300 ps! strength)
DRAINAGE PLAN (DISCHARGE POINTS) stress Plate GaNanhed OMln est) With Lading Grommets }'GoNanlzed Chain
2 . A.1 STABILIZED PRACTICES
TYPE a D, •5' Sid. (Single Pane/ For Depths 5' or Less). TYPE I
TEMPORARY: Lo" De •5' Std. lAddetlana/ Panel Far Oeplhs> 59. o
SEED AND MULCH,
AND SOD IN ACCORDANCE WITH SPECIFICATION SECTION 104. Curtain To Ream Bottom Up To Depths Of /0 Feet.
0 FeetUnle s To
Depthed Curtai s spr�o/norlly Than
PERMANENT: lew In The Plans Or As Determined By The Engineer.
ALL STABILIZATION PRACTICES SHALL BE INITIATED AS
SOON AS PRACTICABLE IN PORTIONS
NOTICE, COMpONENTs OF TYPES I AND II MAY BE SIMILAR OR IDENTICAL
GENERAL NOTES
OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED, RI PROPRIETARY OF THE DESIGNER ANY INFRINGEMENT THE SOLE ON THE PROPRIETARY
I. Floating turbidity barriers are to be paid for under the RIGHTS OF THE STITU IO SMALL BE THE SOLE r SHALL B E ALITY OF
BUT IN NO CASE MORE THAN 7 DAYS AFTER THE CONSTRUCTION ACTIVITY IN THAT PORTION OF contract unit price fad Flowing Turbidity Barrier, IF. THE USER. STHE E(!TIONs FOR TYPES I ANDII SHALL BE AS
THE SITE HAS TEMPORARILY CEASED. THE CONTRACTOR IS ALSO RESPONSIBLE FOR APPROVED BY THE ENGINEER.
DOCUMENTING THIS PORTION OF THE SWPPP. 2. Stoked price
forty bottlers are to be paid iw under the conirwt �/•� �y
unit price fad Staked Turbidity Barrier. LF. FiM•IOA a M1111 ► plrYpGlwi
2.A.2 STRUCTURAL PRACTICES
Pagt (Option» E, x r Or
TEMPORARY: B¢ Min. INS. wood, Steel
SILT FENCE IN ACCORDANCE WITH THE FLORIDA EROSION AND SEDIMENT CONTROL MANUAL AND eI4-----Iwx
FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION SECTION 104. lB Oz. Nylon Reinforoed
PVC Fabric, (300 psi Test)
STAKED TURBIDITY BARRIER (SEE DETAIL) IN ACCORDANCE WITH THE FLORIDA EROSION AND
SEDIMENT CONTROL MANUAL AND FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE ^
CONSTRUCTION SECTION 104.in
a
SOIL TRACKING PREVENTION .DEVICE (SEE DETAIL)IN ACCORDANCE WITH THE FLORIDA EROSIONt me--µ l Proposed Toe Of Slope N
AND SEDIMENT CONTROL MANUAL AND FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE � i �8
CONSTRUCTION SECTION 104. r// 1( Existing i SrA=
A STABILIZED CONSTRUCTION ENTRANCE TO BE CONSTRUCTED (SEE DETAIL)IN ACCORDANCE WITH ,// cadseway \
THE FLORIDA EROSION AND SEDIMENT CONTROL MANUAL AND FDOT STANDARD SPECIFICATIONS
". ..... LEGEND
FOR ROAD AND BRIDGE CONSTRUCTION SECTION 104. .� k •' ~store line ,a y Pile Locations
ALL SEDIMENT CONTROLS SHALL BE IN PLACE PRIOR TO ANY SOIL DISTURBING ACTIVITY
4 B ® Dredge Or Free Arco
UPSTREAM OF THE CONTROL. ail m 1w -w Mooring Buoy, w/Anchor
2.B STORMWATER MANAGEMENT Typladl Shore Line Limits Of Const, I Anchor
• • I • • Barrier Movement Due
STORMWATER WILL BE CONVEYED IN STORM SEWER SYSTEM, CROSS DETAILS, AND SWALES TO Current Unrest Of Coast. Store Line To Current Action
STORMWATER RETENTION/DETENTION PONDS..
Structure Alignment Turbiafly
Barriers
2.0 OTHER CONTROLS • • • NOTE,
Turbidity barriers for flowing streams and tidal weeks may be either floating,
or staked types or any combinations of types that wife soft site condilloas and
NOTES ro 2 . C . 1 WASTE DISPOSAL meet erne on boat /and water unless
Otherwise
requirements. The thebarrierplans,
type(s) will
ver
/. Turbidity regardless of Ws ere ta be used In all permanent fcadfas of wafer be a/ the illContraboomunde option unless otherwise specn th In the pions, however
beiran of water depth. payment will le under the spy Turbidity
ityBa Baffler.
In the parrs for Flooding
THE CONTRACTOR IS SOLELY RESPONSIBLE FOR DOCUMENTING THIS PORTION OF THE SWPPP. 2. Number end f barrier
of anund dependent as may
wry to accommodate
Turbidity Barrier aM/ar Staked Turbidity Barter. Posts /n staked d by the
J. Deployment of bonier around pile locailons may vary M adcommodule barriers b be Installgd In verlfad/ dos/flan unless otherwise erected by the Engineer.
carsotlon require
2 . C . 2 OFF -SITE VEHICLE TRACKING 4. Fargo lad may require segmenting burger wring Standard S operoation
5. Far oddftfaol Information wee Section lO6 of the standard spadtffoailoas.
THE CONTRACTOR IS RESPONSIBLE FOR DOCUMENTING THIS PORTION OF THE SWPPP. enM TURBIDITY BARRIERS
PREDOMINATE FLOW.,-„`
7T-+r
METAL INLET GRATE
FILTER FABRIC TO
CONTINUE UNDER
ENTIRE GRATE.
pN
q:
T
FILTER FABRIC TO EXTEND 8"
MIN. FROM GRATE SIDES
GENERAL NOTES
1. THIS INLET IS DESIGNED WITH FILTER FABRIC PROTRUDING 8" FROM SIDES FOR
GRIPPING WHEN SEDIMENT NEEDS TO CLEARED AFTER FINAL CONSTRUCTION.
2. FILTER FABRIC TO BE INSTALLED AND TRIMMED BEFORE GRATE IS INSET.
HEAVY DUTY
REINFORCING
DOUBLE STITCHED HEM
r- DRAW CORD
.IGID OAK
STAKES
POLYPROPYLENE
R FABRIC
42"
_t
RECOMMENDED TOE -IN
NOTES:
1. SILT FENCE SHALL BE INSTALLED PER MANUFACTURES SPECIFICATIONS PRIOR TO THE START
OF CONSTRUCTION AND SHALL NOT BE REMOVED UNTIL CONSTRUCTION IS COMPLETE.
2. THE CONTRACTOR SHALL INSPECT AND REPAIR THE SILT FENCE AFTER EACH RAIN EVENT AND
REMOVE SEDIMENT WHEN NECESSARY,
3. REMOVED SEDIMENT SHALL BE DEPOSITED IN AN AREA THAT WILL NOT CONTRIBUTE SEDIMENT
OFFSITE AND CAN BE PERMANENTLY STABILIZED.
4. THE SILT FENCE SHALL BE PLACED ON
SLOPE CONTOUR TO MAXIMIZE ITS PONDING EFFICIENCY.
SILT FENCE DETAIL
OPTIONAL POST POSITIONS PRINCIPLE POST POSITION
POST (OPTIONS: 2" X 4" Net
200 (CANTED 20- TOWARD FLOW)
22 MIN. DIA. WOOD; STEEL Q
1.33 LBSIFT. MIN.) FILTER FABRIC (IN C)
CONFORMANCE WITH
SEC. 985 FDOT SPEC.) W
°r FILTER FABRIC
0 O E'MAX.
Z SILT FLOW
ivy �
ELEVATION
SECTION
NOTE: SILT FENCE TO BE PAID FOR UNDER THE CONTRACT UNIT PRICE FOR STACKED SILT FENCE (LF).
FILTER FABRIC DETAIL
a ExtsOng Raadwity
Edge Of Pavement
o
� W
ro-4 GENERAL NOTES
Aspiration Length' r 1 I. A Soil Tracking Prevention Device ( STPD I shell be constructed of
�J locutions 6d areas O by Me engineer for points of egress from
ucutio sae areas of M• a Oloot engineer
public roads where s from (racking
Of loud CWId Kgir. Tryfflc from unstabilf ed areas of the censfrudion
project shill be directed in,u o STPD. Barriers, flagging, or other
_ eases Le means shall be used as rcpurred to limit and bocci vehicular
.egress across the STP!!.
E. The Contractor may propose an alternative fechNgve to minlmlze
offsite Irackirp of sediment. The alternative must be reviewed and
50, Sed. _ approved by the Engineer prior to its use.
m c J. All materials spitted, dropped, or tracked onto public roods
c a Construct Paved Turnout f including the STPD
p n9 aggregate and construction mud !shall be removed
dail or more fr dent 3 w (index No 5151. troy Be Y. eq ty if so directed by the Engineer.
o = Deleted If Approved 4. Aggregated shall F described in Section 901 excluding 901-E.3.
c
n By The Engineer. Aggregates slot DDT size 1, if file Size Is not available. the next
wOUable Snbl/eJ size
3 p , ate may be wbsfifNed with t a e9 the rove/ of 1 Y p he
P
1
dpp
Engineer. Szes wnb/nl excessive small aggregate II
2((♦) ng I !rock off the r 'e V
� 1W o c
0
� � aM ore unsuitable.
a99 e9 p J
~ d 5. The sediment it should
ti P area
drat n retention volume of.36W'cubic
o ut When
the Of Prise area draining to e the oil.
h o 5' When the STPD is !so/algid from other aralnage ascot, the following
Pit Volumes will soiisfy 1Ms requnemenfi
Vx 50'..-too FT' 30 x 50' zfix If,
As an option to the sediment pit . the width of the divide bottom con
be Increased to bbloin the volume. When the sediment pit or swat.
BI 1, volume has been reduced 1n one hall I, shall hecleanetl. When a swan,
Slope 7o Drain
is used, hay bales Of SIN fence shop be placed along the entire length.
��
Berm 6. The swot. clean draining the STPD shall have:a 0.2% eintmum and
a LOz -I- grade •ang the STPD and be the sediment pie,
Swale T. Mitered end saadlmsableanot required when the sidelined
At Pipe satisfies No ~ pone requirements.
0
8. The STPD shall De -.N 1,o d n condition that wild allow !1
Sediment Pit • y b petters its furdsan, to prevent o mod tracking, the STPD shall
W be rinsN (dory wion A of c to move ecpumulated mud downward Mru
the start. s zemlml sift lono the
of one trussed.
route leading ro the
lby Boles STPo •A' 4 reptired M limit the mud tracked.. Approach Length Lerrgih A A STPD shall be nerd BW uvice, the contract unit price for Soft Tracking
As RegUin it ^'-`^-� Prrmv,tion Device: EA, The unit price stroll awn oltete full compensah'on
fwanslruet on, malntenAnae, replacement of ned,rioB, removal. and
\'ry reslaallw of the area PNLz d for. the STPD; including but one limited
• O• e • • • • Pil Volume Is to exa olion, grading, left ...y p ee ( inaludrnq MES When required ), filter
Below The Intel Elevation Dr fotrie. vggregais. pawed hpnouf! including asphalt and base cons/ action);
6Nri etabinZali.n, apPrQft route stobti eeNce, sediment removal and disposal,
Hay Bales The Outlet Elevation. rater, rinsing ad chdtatpg of the STPD and cleaning of public roods,
Whichever is Lower. �msng and sad: HOY bodies shall be paid for under the context unit price
Filler Fgbrld B� fa Noy or Sir. Boletl EA, S,,, fence stall as paid far under the supernal
P, MinSECTION 8-8 . Type 0 -1, Index No. 199 / unR price for Staked SRI` Pont" LF..
IM The .!not $ize of o etorydord STPD is 15,x SO, dridwe
TRANSITION DETAIL at oomelse shown In the pans. if the volume of entering and exiling
Cover Per 5' xehictes warrant,0 3O'wldlh STPD may be used it approved try the
Ze Aggregate LLL����II Qgmeer. When a double Width 130') STPD. is used. the pay quantity
Index No. 205 _ _ shall be 2 far each I«ot!®p.
N I I ,
w I$ Or 30'
Aggregate 2
04. N Filter Fabric
'lope To DraineHfff Mln, SLC PROJECT
Compacted Backfill Existing Or Temporary
Filler Fabric -� SldedepinPipe SOIL TRACKING PREVENTIO_V NUMBERS
To Be Stabilized As Requited RURALCONTL ANECTION MNSP 420175121
SECTION A -A Based On Flaw Add Grade: DEVICE TYPE 'A' RZ 420175120
IsmEll
ME
10
c1>,
mm
an
�.
�':
am
ENGINEERS 0SURVEYORS
!�
an
-_
1€,
• •
�'.
,
-
10250 .. SUITE '
f'
ME,
11�
OEM
••
�i
M
a 772-462-2455
� J
MIN
10
an
an
OF •- • :19:
Elm
11
•
,
55
1�
AFNE
Lam"
`fir
an
an
Mai
m
an
m
an
M
i
ll
tea'.
�
Is1
J
�
an
IJ
«
1=1
oil�,Uj
Min
jUj
.
Si F11
�s
1;1
an;
�.
LU i Z
an
j an
10
l=.1an
Fm
ME
Z
an
Nil
•
LL LU
MIN1...
". L Z
an
1st
i
�:l• -
i • 1€�
1
11 ,v
6
•
• e
01
0aim
10250 SW VILLAGE PARKWAY, SUITE 201
l�
�.
-ems
1
=.
/ an
iy
OF 15
:
-^i�-'-^��
EX. WATER EL. =14.15
7
J
TOE OF SLOPE
_--EX.
---_-
_______________________________________________________________________________
S.L.C. CANAL No. 25
EX. TOP OF BANK
------------------------------------------------------------
-----------------------------------------------------------
(901 R/W)
Q
.... •..
.. _.._.._____ _. _,. _._.
STA. 11+29.3T� �1e �� •�Ir ��
�. �r �. -
STA:10+98.74
v
_
_ _
OFF:204.20' 10' LANDSCAPE BUFFER
OFF:61.00'
STA:9+21.53 STA:8+63.89
STA:8+51.54
STA:6+78.07
STA:6+43.99
STA:6+31.66 STA:
d
R18'
38
OFF:57.00' OFF:57.00'
OFF:57.00'
OFF:40.71'
OFF:57.00'!
.
OFF:57,00' F
w
OFF:57.00'
EFTA :8+80.37
STA:8+10.38 STA:7+49.22 STA:7+13.22
STA:5+90.49
OFF:57.00'
OFF:57.00' OFF:57.00' OFF:57.00'
STA:7+13.22
OFF:57.00'�
(
STA:10+91.67
OFF:38.00'
d
OFF:38.33'
(PHASE 3)
"
STA:8+80.37
(PHASE 3)
STA:6+84.07
OFF:37.02'
BTA:3+72.07
STA:11+32.75
COTTAGE
oFF:30.83'
(PHASE 2 )
oFF:37.oz'
PHASE 3 )
J
r
OFF:216.65'
STA:10+g1.67
SITE 6
STA:B+51.54
COTTAGE
ACCESSORY
STA:7+13.22
COTTAGE
❑
`�¢
�'
OFF:36.47'
STA:9+33.87
STA:8+91.15
OFF:30.83'
SITE5
STA:7+49.22
GARAGE
OFF:33.00'
STA:6+31.66
SITE 4
x
F
STA:10+00.44
OFF:30.83'
OFF:24.83'
OFF:33.00'
STA 6+72 07
OFF
30.84'
3
wm
a o
R18'
OFF:1200'
STA;9+75.51
STA.9+21.54
STA:0+63.88
"'"'"'
STA:8+10.38
STA:6+84.07 OFF2200
STA:6+43.99
---r :.
N
STA:i i+00.43
SA
MH: 19
OFF 12.00'
OFF.30.83'
OFF.30.83'
OFF:30.83' STA:7+19 22
OFF:30.83
STA:6+g5.82
STA:5
o
OFF:19.00'
,.,
sA
MH: y4
STA:9+35.70
STA:8 +65.71
HA
MH: 14
sA OFF.1300
STA:8+21.16 MH: 14/
R10'
sAFF:13.00'
OFF
m
DRY RETENTION AREA
STA 10+g7.67
_ "' -':
R44' OFF 12.00'
STA 10+19.47
STA:9+74.65
OFF:13.00'
OFF.13.00'
OFF:24.83''
UN)
A,
kFF:22.00'
TA:7+15.
nIH: 14STA:6+01.28od
SA
o
;,°'
OFF -1300.
10+I
_
_ _
--'
I
FF 13.00'
OFF:24.83
U
Z
-
m w
O U
28,824 S.F. (0.662 AC) 12.7%
H: 19 "'"' `'�-'"--'-
11 •
-
OFF 1705'
STA:9+42.68 STA 9+19 71
,"
STA:8+49 72
+ STA 7
STA 7 0 4 19 97
,:i
,
3 MIN. T/BERM EL. 19.6 + Ih OFF:1200 OFF:13.00 STA.8+98.93 STA:e+93.93' OFF.i STA:8+2894 STA:8+23.94 .. 5'7" STA:6+9407 STA:6+62.07 STA:6+29.83'
/ +00 : STA.10 5947 STA:10+29,19 C4 OFF 13.00, 300 OFF 1300 OFF 1300 OFF.13.00 OFF 12.00 '•" OFF:13.00' STA:6+09.05 ; STA:6+
N 11 .: ' STA:9+78 70 OFF:13 00 OFF 13.00' OFF 12 00'
LL BOTTOM EL. 15.5 OFF: 1300 OFF. 13.00 OFF:-1567 C r--- .. .
SUMP EL. 14.5 . G ::.. + - - 1 I + .: -�� , OFF13 00-,-
_..: _ i l .:-11,
OFF:13
STA.9 38.13 + STA.e 27.85
o STA.e 98.13 +00 STA:8+67.85 •-
m CONTROL EL. 14.50 STA 8+58.13 B+OCSTA:7+71.84 STA:7+41.55..
STA:7+31.84 ,7+00 { ;STA:6+9L84 ;SOFF-1 .00' %STA6+11.05
OFF.43.0 ': -0FF:-13.00 = :IOFF:-13.00' OFF:-13.00
o R20' 24 OFF: 7300 OFF:-1300 OFF 1300 OFF -1300 .,OFF.-
w STA:112.00' 7 OFF: 00' ,
OFF:-13.00' OFF. 13.00'
o BLEEDER EL 17.61 C�'$�24
OFF:-12.00' :10+00.78 - : ,
o STA:1, 1' 93 OFF: 12.00' STA :-13.0 ' STA :-13.05
(/y STA:9+73.72STA.e+18.13 STA:7+01.55 it
' OFF 1200 f OFF -1309 OfF. 1300
OFF:-17.79' OFF:-13.00' \1
w ST OFF:2.00' STA:10+53.24 RTYP) OFF: 13.00' OFF:30.00'8
N OFF:27.00' ' STA:11+41.93 OFF:-29.24' STA 8+60.06 STA.8+20.06 STA:7+33.77
o OFF: 12.00' STA:10+21.41 STA:9+40.06 STA:9+00 06 STA:6+06 27 :.
OFF:-30 00
OFF-30.00' STA:9+65.65 OFF.3000'
OFF -30 00 OFF 3000
N dn
OFF>32.13' OFF 30.00 . OFF.3000 : STA.8+5P 28 SOFF;-3 .00' OFF- 9.24" SOFF-3598 SOA.6+g377 OFF:- 9.24 STA6+0948
STOFF 3 00' SOFF-3.00' - S7A :-30.08 : OFF: 30.00' OFF. 30.00 OFF OFF 3000 OFF 30.00' OFF:-29.24' OFF 30.00
OFF 3000 OFF 3000 :: OFF:-3000 I.
STA:10+35 36
OFF -59 25
S7A:11+75.75 STA:11+75.79 RV RV RV RV RV RV RV RV
OFF:206.73' oFF:v.00' ;.'''. srA:1o+31.15 SITE 12 - SITE 11 SITE 10 SITE 9 SITE 8 STA:7+4773 SITE 1 SITE 6 srAs+zo.zz SITE 5
OFF:-67.88' STA,9+50 26 STA 9+14 02 STA.8+7q Og OFF:-59 25
I STA:9+47.31 °'�-OFF 5959 \ OFF: -OFF 5925 \ y�-OFF 59.28' \ )- : OFF.59.25 ;,:,
STA:10+29.66 S7A:9+80 54 STA.7+43 52 - STA:7+03.52 -
OFF>68.00' STA:9+09.81 STA:8+69.81 STA:8+2g 81 STA 8+34 02 STA7+07 73 STA:6+16 01 STA 5+7(
OFF: 74.39' OFF:67.88' OFF: 67.88' OFF: 5925' OFFr67.88' OFF:67.
(�^ OFF:-7695 OFF.-67.88 OFF: 67.IIB OFF:-6788 OFF:-5925' II
STA:9+71.41 STA:9+g6.27 STA 9+08 31 STA:8+68.32 STA:8+28 32 > STA:7+97.02 ' STA:7+42.02 STA:7+02.02 STA:6+70 73 ' STA:6+iq 52 STA:5+1
STA:10+29.83 OFF:-74.47 OFF.74AO
R18' R18 OFF:74.88' : OFF:-74.40 OFF:-7440 OFF:77.25' OFF:-74.39' OFF:-74.39'
Mx: y o- - OFF:-77.25' OFF-77 25' - OFF:-74.40' OFF: 7
STAR 1+96.20 STAR 1+96.19 + STA.12+ 1.53 STA:9+17.02 STAB+77.02 STA:8+37.02 STA:7+42.20 STA:5+83.23
OFF:47.40' STA:72+06.86 STA:9+46.33 NDSCAPE FFER STA:7+89.23 STA:7+10.73 STA:6+62.94 STA:6+14.69
0 30 OFF:186.33' OFF:-1 . 0' OFF 77.25' OFF: 77.25' OFF:-77.25' OFF:-77.25' OFF:-77.25' OFF:-77.25' OFF:-77.25' OFF:-77.25' OFF:-77.25'
OFF:12.00 OFF: 77.33' STA:9+09.23 STA:8+69.23 STAB+29.23 STA:7+02.94 STA:5+7
OFF.77.25'- OFF:-77.25'� OFF: 77.25'
• \Di,RIM=tRAIRA('EAA a 5 4 46 OFF:77.25' .� OFF:7i
STA:7+02.20
S82° �0 SOFF-7 .25' SOFF:-7 .25' STA$+28.49
7.25' OFF:-77.25'_ -
_ _ _ _ _ STA:5+7
- OFF.-77.25' OFF:-77.25' OFF:-77.25'
( IN FEET 29' 06.66"E • �R25' a '- E%. 6" PVC WATER MAIN _- - - - • !�- - . - �- . - • - -_ _-_ -_ OFF:-7i
1 inch = 30 it. 233.761'------------------------------- - . - . - , - . - , _ . - . - , - . - . - . - - . - . - . - . _ . - . - ._
ALIGNMENT
LINE DATA
WAREHOUSE
PCN: 1430-311-0006-000-1
FUTURE LAND USE: MXD
ZONING: IL
LINE #
LENGTH
BEARING
L1
247.93'
N890 51' 51"W
L2
570.45'
N89051' 51"W
L3
90.77'
N890 51' 51"W
L4
99.29'
SO° 08' 09"W
ALIGNMENT CURVE DATA
CURVE #
RADIUS
LENGTH
C1
50.00'
37.82'
C2
115.00'
87.00'
C3
112.00'
32.31'
C4
88.00'
25.39'
C5
32.00'
50.27/
�- R25
:
_______________________________ _____________
1500 WILE FPUA EASEMENT-_
_____________________. _
STA:- 7.44' 2
OFF:-37.44'
�jF° �[? PER ORB. 765, PG 226
STEEL EEL BLVD.
STA:12+31.18 -
(PRIVATE ROAD)
. OFF:3122
X. ASPHALT ROAD
/ --________________________-___-___
__ _
UJI
VACANT
.,...V,
-Q _ ._,._.
F
PCN: 1430-311-0007-000-8
/
FUTURE LAND USE: MXD
ZONING: IL - CO
Q
C
W
------------------
J __...._ ____ .__".. _.... ....w
NO@TIaLINEOF__-__-__EX TO ----PE ___________ __________________________
_
THE SOUTHWEST 114 OF EAST LINE OF 1 I I
_
SECTION 30, TOWNSHIP 34 SOUTH, THE WEST 112 OF
U RANGE 40 EAST SECTION 30, 1
TOWNSHIP 34 SOUTH, J I 1
RANGE 40 EAST
0 30
__________________--EX_TOP OF BANK- _---___EX. TOP OF BANK _-_-_-_-.2
._____________--____-______-_________-_-_____-__-______--_______-_______-_ I'
_ - - - - S89°51'51"E 1283.17'-( IN FEET )
', I 1 inch = 30 ft,
STA:6+43.99 STA:6+31.66 .STA:5+74.01: STA:5+61.67 STA:4+73.50 STA:4+61.16 STA:4+03.51 STA:3+91.17
STA:6+78.07 UFFFR
OFF:40.71' OFF: OFF:57.00, OFF:57.00' OFF:57.00' OFF:57.00' OFF:57.00' OFF:57.00' OFF:57.00' 10'LANDSCAPE BUFFER STA:2+gg,93 STA:1+63.87 S7A:1+40.53 STA:1+06.53 I AIRPORT
OFF.97.65' OFF:102.34' OFF:111.00 OFF.111.00' I
STA:5+90.49 $tA:5+20.50 STA:4+19.99 STA.3+57.63 - - 11 PCN: 1430-131-000"004
STA:7+13.22 OFF:57.00' OFF:57.00' OFF:57.00' OFF:58.50' STA:2+22.87 COVERED d I I I FUTURE LAND USE: T/U
' 6: I I ZONING: IL - CO
j�OFF 38.00' OFF:100.34' - - P�RCF{' 11 I
I x 5 .33 STA:1+06.53
STA:6+g4.07 STA:6+72.W STA 35.33 22.67 I II
OFF:37.02' OFF:37.02' (PHASE 3) FF:30.83' (PHASE 3) (PHASE 3) STA:4+19.99 (PHASE 3) - � . > STA:1+86.53STA:7+13.22 OFF 30.83' STA:2+22,87 STA:1+g0.53 OFF:100.34'COTTAGE I COTTAGE COTTAGE COTTAGE as OFF:102.34'
w OFF:86.00' OFF:100.34'OFF:33.00' STA:6+31.66 [so,
TA 5+61.67 S7A 4+61.16 STA:3+91.17 u a I
OFF:30.84 SITE OFF3084' SITE STA5+2050 OFF30.84' SITE OFF30.84' SITE STA:3+54.95 li ;
STA:6+72.07 OFF3083' OFF:32.60' b (PHASE 2)
STA 4+73 49 - _ _ ! STA:2+33.87 o
OFF.2200' ^- ---- _-_
STA:6+gq,07 I.. srAs+a3ss -- - STA:3+62.9a oFF:gs.00' DORMITORY BUILDING I
STA.5 74.00 OFF:30.83' STA:4+03.50
v
OFF:22.00' OFF:30.83' STA 6+45.82 1 OFF:25.34' FLOOR AREA = 6,558 S.F. z I I
SA OFF:13.00' OFF: STA:4+75.32 OFF:30.83'
STA:5+75.83 sA STA:3+64.49 (PHASE 2) LL I
STA :7+15.22 MH: 14 STA:6+OL28 STA:5+31.29 OFF.13.00' STA:4+30.78 STA.4+05.33 Mx: 14 STA:2+00.99 STA:1+28.37 "• I
EA OFF:13.00' OFF:13.00'O w STA:1+18.70 w SA OFF:24.83' OFF.13.00' POOUDECK° m
OFF:13.00 OFF:24.83' OFF:24.83' OFF OFF:39.00' I MH. 14 MH: 14 STA:2+07.87 OFF:38.00' w a .._ /HOT TUB STA:1+40.53 ¢ I
' STA:6+2983 + 9.84 ! STA:4+59.33-------- STA:49.6.53
.6 94.07 STA'6+6207 "STA5 5 STFl 3+89.34 - ,1}9y„ OFF:54.00' STA:2+00.99 OFF:49.6T 0 I
- STA:6+09.05 STA 6+0 0, STA:5+39.06 J OFF 1334.06 STA:4+38.55 t "1,1;-:: t OFF:49.6T OFF:49.6T m I
F12.00' : OFF:1200 OFF.13.00. - OFF:13.00' OFF:13.00' _. STA433.55 OFF :13.00' SIA3+6898 R12T-,,m 0 STA:0+22.33
: OFF:1300 OFF:1300' OFF:13.00' OFE13.00' S+00 OFF.13.00' OFF;13.00' STA:3+72.75 �' STA:2+33.
94.46
01-F 13 00 g OFF:45.32'
--) �__.. - .�- --�----.(. _ OFF 12.00'--._� _ +.,, OFF:39.00' STA:2+00.32 �' � I ,
STA:4+26.13 COVERED STA:1+40.53 C HERE n STA:0+59.81 ;
.84 7 00 6+STA.6+04.33 - * STA'.4+75.85 L2 Si'A:4+35.85 4+00 _� SA ''' +• ) 28 EN2RY OFF:49.67' STA:1+o6.53 + STA STA:6+4433 STA6+1405 STA5 06.13 OFF:39.00' `'OftC°' OFF:37.00' `
10 FOFF 13 00 OFF -13 00 OFF 13 00' OFF. 13 00' STA 5+7q 05 OFF:-13.00' STA:3+95.85 STA:3+72 75 OFF:39.00'
OFF.-13.00' OFF:-13.00' M"` 19 STA:2+07.87
OFF 1300' OFF:-13-00' OFF: -OFF OFF: 12.00 n - STA:2+00.36 •, STA:1+28.37 • „ STA:1+18.70 - S +59.83
Sl-A:3+0538 - OFF:39.8 OFF:3900 OFF.3700' - • °OFF:37.00'
+64.87
STA:7+01.55 STA:4+66.13 �
R16.29' STA:2+07.87
STA:- 0.00' OFF:-1300 $TA:3+80.28 OF STA:11. .45 STA:2+07.87 STA:3100'
I
OFF:-13.00' SOFT-2 .24" Rjg,2g OFF:11.60' A2+OFi07..00' OFF.31.00' OFF:31-00 STA:O+gg.87 II
STA:6+g5.98 OFF:-30.00' OFF:-29.24'> OFF:-30.00' _
OFF:-30.00' 'STA 4+1990� dx 9TA:2+07,87 OFF:31.00'
STA:6+06.27 STA:4+6807 STA:4+2807 DOFF 2924 \ O DFF-18 DO- S1A:1+81.87, STA:1+70 II7 I EX 8' PVC WATER MIN
LEGEND
1310
EXISTING METER
�-
PROPOSED SIGN
MITERED END SECTION
HANDICAP STALL
t d
t : s
EXISTING CONCRETE
EXISTING PAVEMENT
PROPOSED PAVEMENT
`?' I
PROPOSED CONCRETE
OFF:-30.i > OFF:-30.00" - OFF:-30.00 O - OFF:31.00' OFF:31.00 STA:0+9g,g7 , R30
STA.2+92 56 '+, STA:i+75 87
A -30 O OFF- 9.24' STA :-30.0 ' 9OFF:-3 . SOFT:-2 .240 :. STA :-30.08 STA :-30.0 ' STA:3+8807 \_ n OFF .18.00' STAR+52.24
R20' �OFF12or OFF:1312.g7 RS' _. ' CALL 48 HOURS BEFORE
OFF:1300 STA7F59.05 OFF.31.00 STA:0�93.
FF 3000:. OFF OFF 3000 OFF:-30. OFF:-29.24' OFF:.3D.00' OFF 3000 OFF 30.00' OFF.13.00' I YOU DIG IN FLORIDA
ofr-:13.00' orF.13 00'
RV RV RV RV RV RV STA:2+74.66 C7^ --F - ----- - - f -- - - - -I I-- -,- -- -- - + - - i CALL TOLL FREE
SITE STA:6+2022 SITE5' SITE4 srA:a+az.oz SITE3 SITE2 SITE1 oFF.1a.5s'--R103' STA:2+3132 2+oa IsiTA:1139.80 RTA:1+29.90 140o sTA:o+Sa.o3 +00. 1-800-432-4770
OFF:-59.25 OFF:-59.25' STA:4+g202 OFF:-1324 R5'STA.2+24 80 OFF:-13.00 -OFF. 13.00' OFF: 23.00' i I ITS THE LAWI
SUNSHINE STATE ONE CALL CENTER
STA6+16.01 STA5+7601 STA:5+80.22 STA:4+77,81 'STA:4+37.81 - -OFF 5925 .OFF:-18DY R5' - - R5' STA:0+60.03 STAR+46.52 I OF FLORIDA, INC.
�STA7+0773"'\ °``STA 4+02.02 R12' `.. � I .
OFF:-67.88 OFF 6788 OFF:-59.25' OFF:-67.88' OFF:-67.88' STA!3+g7.81 STA 1+44,80
'OFF. 59.25' :11 11 :OFF. 59.25' -- �_ STA:-+26.36 OFFr23.00' OFF: 23.00' I I N37° 48' 44.06-E
OFF:67.88 TA:2+59.17 SIA2+39.03 �. OFF:-18.00' i OFF :-21.54' I
STA 6+70 73 STA:6+14.52 STA:5+74.52 STA:5+43.23 STA:4+76.32 STAA4 36.32 STA:3+96.32 . STA 3+4g 55 OFF: 32.13' OFF: 2B.53' >IaIJ CJ R30' I I 98.55'
sn OPG:3t00 STA .1+44.80
OFF 77.25 %\\OFF:-74.40' OFF-74.40' OFF 7Z25 OFF:-74.39' OFF: 74.39' OFF: 74.39 OFF:7646 � nm za OFF:31.00' - J0 SIA 1+0!'64 i •
;- ..... , :. STA2+60.81 R5' �. - _-.._ c n 1 �:-37.64' ,1
STA 22138.93 - -- ~ a - m
OFF:-39.9T 12'- STA:O+ ,34 b STA:0+16.71
STA:6+62.94 STA:6+14.69 STA:5+g3.23 STA:5+35.44 STA:4+76.49 STA.4+a5.02 STA:4+05.02 STA:3+96.49 STA:3+27.92 - OFF:-28.84' STA 1,38. 31 OFF:-2 00'= N OFF:41.29'
__
OFF:-77.25' OFF:-77.25' OFF:-7725' OFF: 77.25' OFF:-77.25' OFF 7Z25' OFF:-77.25' �OFF:77.25' OFF:-74.18' ° R12' \ SIA 72 .55 STAi+46.80 OFF 33.49' I o I I y
STA:5+75.44 STA.4+37.24 STA 4+3'19 STA:3+97.24� STA:2+67.01 OFI 3790' I �'
.� OFF:-77.25' OFF:-77.25'� OFF:-77.25' OFF:-77.25' OFF:43.75' OFF:-37.00' S'I'A: +19.92 vl
STA5+74.69 OFF 1.8T-
- OFF.-77.25'- �� STA:2+58.11 SOF +6.00' 4 OFF: 5352'4 STA:02.49'
�� OFF: 52.49'
. -. _- _- - .-.-._. .-.-.-.-.-.-..._._. .-.-.-.-.-.-.-.
LL'd! EX. CATCH ` \OFF: 63.34' A y STA2+2038 STA 1, 46.80._ STA 57 O76 I
EX, 6' PVC WATER MAIN O.R. BOOK 459, PAGE 2756 ---- - 6A81N' - - - - - ' - ° , R5'. OFF:-63 00 - FF STA:0+51.15
_____ _____ __ _ __ _ _ --__- -_ -- -_ ___- _- (P RS.LC.) __ ._` ` _. - __- .-� OFF:-56.5`1 2 18'
Orr 6300' O .� 8.99 '�
_______ ___ _
. \ STA:2+63.17 \ R10 - R38' • ERCP • I
, z I
') ` 15' DSCAPE BUFFER I INV=IB.BB' / ® I I - •` \ `F: 66.36' S 2+53.63_ STA:2+5t26 I
O 61.73' OFF: 66.00' STA:0+51.23 1
X. ASPHALT ROAD _ ° OFF:-78DO, I EX
; . WATER VALVE
a T'VrDp-F�__ _ - ON PAD RIM=tO 86
_ _ '
RTA2+29 16, 9"51'S5"E 229 78' STA:0+57 23;
R DRB rs FAs M N7 __ Orr:-75.9/ �EX. No OFF:-7800 ! r. _ ___-_
II � � I
A -
- . - . - . _ . - . - . - . - . - . - . - - . _ . -
W 5 G I6E R25 R25 N EX 8" PVC WATER MAIN SIIiE53PA55 N� ' - --- • - • - i I- • i ;W
--------- ---- ----- - '- --.- - ---- ------ -GN --- O 1
EX. CATCH SOFT -9 .09 EX. EDGE OF PAVEMENT I I Zi ® 1p I
_ - - -_ _- - - ®m _ BASIN i - ``'� OFF 9622' STA2+5267 STA :-93.57 STEEL I I --
J "��.,__ - OFF 9401' OFF. 93.55' " m
X...� _....-__. _, _.. ....... _. _ _ _.____._ _- _ __. .. ""•--..__ (PRIVATE ROAD) I I
_ I j PROJECT
VACANT U """.-..,-„ SLC
--EDGEOFPAVEMENT ! 1
PCN: 1430-311-0007-000-8 � `'�•,.IEx. No _____-_________________________________________-_ __:
FUTURE LAND USE: MXD "" ••..., i m m�� )) I I (�•,-,L-�
ZONING: IL - CO SIGN ASSING z mr ``i'
�^ ,,, NUMBERS
I SIGN KI I
EX FIREHYORANT MNSP420175121
�oNPAD RZ 420175120
1
ENGINEERS Q SURVEYORS
PORT SAINT LUCIE OFFICE
10250 SW VILLAGE PARKWAY
SUITE 201
PORT SAINT LUCIE, FL 34987
'R 772-3404990
'M 772462-2455
-t www.edoinc.com
F.B.P.E. CERTIFICATE OF AUTHORIZATION 9935
L B CERTIFICATE OF AUTHORIZATION 8098
J
� K r
of F-
Y
0
Z o
m Y N W ❑ N
- w w Z ry UJ m w W ID
z 5 o 0
W O m u O O
❑ N IN O
O
n �2
U w
O Z
> w w z
E 2 W O
H z O
z z zw >
FO p C) U K
UJ U U y
w w,5
a 7 7 Z
Z J J w
N N V
W w w
a a
ow
055
U a a a
❑ ❑ ❑ ❑
w w w w
o rn rnm
of x x
a
z
O
e
Q(LJ
Z
o
U.
z
o-
W
U
p
Z
=
F-
�
;
Z
~
J
u
rn
V
Z
J
O
F-
LIL
Z
W
N
o
Z
w
p
W
To
cn
rr-
V/
cn
III11416
_ * .
.
82270
ISON p E-=
P' �.
OF •7
_
i 8z270
1�
10250 SW VILLAGE PARKWAY, SUITE 201
PORT SAINT LUCIE, FL 34987
9 772-462-2455
16-129
6 OF 15
EX. WATER EL. = 14.15 w
Z. .. .......... . .
FL. 14.50
- - - - - - - - - - - - - - - - - - -
----------------- ------------------------------------------------ EX. TOE OF SLOPE Ix
------ lt�l ------------------------------- ---------- --------------------------------------------------------------------
-----------
-71-L-F- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - + I'll Construct CONST. 30" CAP TO 1� 7
30" CAP @ 0.00% CANTILEVER OVER + + S.L.C. CANAL No. 25
CANAL WATER.
j
-------- -------------------------------------
EX. TOP OF BANK (901 RIW)
------------- ---------------------------------------------------------------------------------------
_k:" -----------------------------
- - Z -------------------
IN FEET C, 'N - -------------------------------------
1 inch 30 ft. +
-(4416-
30049 19.50 2000 139 9.50 20.00 80022SV��?
fB 3 CC
*30050 10 CONST. 105 L.F. SWALE @ 0.5%2 t6 I CONST. 98 L.F. SWALE @ 0 5%- C NST. 96 L.F. SWALE @ 0.5%
z 1171A Mb�`
30041 a S 19.91 19.94 23025
5 3 047 w 3007 "001180 13 80033
461
�5 -150-N-S T -165 L.F. SWALE -Co
01,7 9
0 14Q 30052 LL: e3!0053 Construct 25 LF C'! (PHASE 2) 20.50 +
30054 (PHASE 3) (PHASE 3) (PHASE 3)
L 7- -T-MNTROL 30046# SEE
NSTRUC 15.5 $ 1445 ,Ae, -k Bocr&15" RCP @ 0.00% 1418 COTTAGE COTTAGE ACCESSORY COTTAGE
STRUCTURE PER DETAIL *PF1442 OW30056 w GARAGE 20.25 20.25
ON SHEET 8 + w 20.20
023011 �1900" SITE 6 F.F.E. SITE 5 to C��Kll .11 1—, SITE 4 F.F.E.
1 0 19.80 z< F.F.E. 20.25 20-20
5 30055 F1968 21.00 F.F.E. 21.00 0 19.72
MES#1 _ _
,0 19.78 ...... 19..
21.00
MES#1 Construcl 05 LF 0 1369,
�CB#12 19.74
C� 0 U,438 19.49 A 1�e�
4 3 5 11 CB A
,0 19"x30" E 1 .74
ME: 14 SA SA
+ 19.73 .64
ME: 14 F-1 ME: I
F1924 19.50
I f SA
Construct 48 LF RI r 11 9 INV/ !RCP 0000% 0 ME. 14
a 1�
0
DRY RETENTION AREA
28,824 S.F. (0.662 AC) 12.7%
+ + MIN. TIBERM EL. 19.6
BOTTOM EL. 15.5
16 SUMP EL. 14.5
24" x 38" ERCP @ 0.00%
1
'R
z
CONTROL EL. 14.50 CP @ 0.00% CR. 0.50%
19.24 0 1415
BLEEDER EL. 17.61 19.5
2
101
19.77 _4
49 2 23010
1966
.66
1414
n 23009 070 1 Construct 105 LF
o Construct 210 LF
Construct 90 LF -0 484
3006+ RCP @ 0.00% 24" RCP @ 010% 24
15" RCP 0.00%
lq;5 4C
+ 19.69
CB#13
MES y
14ou
L6
RV RV 1 RV RV RV RV f RV
RV
AS n #6 z: 1 -00 23 0-11-,SITE 12 SITE 11 SITE SITE 9 SITE 8 1360 SITE 7 i SITE 61 SITE 5
J, 14jO
jj
z
1$.5 1346
WAREHOUSE n
> 0
30063
0 26
PCN: 1430-311-0006-000-1 1=9.74 1 20.00 1 20.00 I
+ :W1 A44 1E
D FUTURE LAND USE: MXD 19.6 SAC q 20.00 20.00
ZONING: IL 4L� 11
1479 210,11 1358
20.00 006 30 16 20.00 1 1�d a
m ::: j �, 2301'1!521V 1 `11 20.00 04
1493 -1985 23010 IL
+ 23018
+ + 2301 IL
- - - - - - -,TrbR=AdM - - - �ASLO
D 4 r- _7' __T75%%"M41 IL
U'RIM=1730' 1486 + REGRADE 298 L.F. SWALE + REGRADE 298 L.F. SWALE @ 0.07% E@9027%
+
3L
+N MES EX. 8"PVC WATER MAIN 30' __771 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
K�_ --------------------------___ ------ --------------------------------- ----------------------------------------------- ------------------------------------------
l5WW1Di7F7PU;�IE CMENT
D 1890 PER ORB. 765, PG. 226
U STEEL BLVD. lqo
18.75 JE
NY SEE SECTION D-D (PRIVATE ROAD) py timX. ASPHALT ROAD JE
+
SHEET8 IL
/ + IL
----- [Construct 8171 LF LLJ
1�p ____
17.30 12"x18" ERCP @ 0.25%
NOTE: JE
royN'� N"' + V SOD ALL DISTURBED AREAS TO INCLUDE GRASS + + + + T
WITHIN THE RIGHT-OF-WAY, MEDIAN, TRANSITIONS ___ + -
TO PROPERTY LINES AND ANY AREAS DISTURBED + +
VACANT
u BY CONSTRUCTION ACTIVITY ASSOCIATED WITH +
0 PCN: 1430-311-0007-000-8
THIS PROJECT. CONTRACTOR TO MATCH FUTURE LAND USE: MXD
SURROUNDING GRASS WITH THAT OF EQUAL TYPE. /+ ZONING: IL -CO
Z
Uj---------------------
------------ ------------------------------------------
...... ....................
. .. ..... . .. .. . . ... ...... ..... . ....... .. . --------- ---- ---
EX. TOE OF SLOPE --------------------------------
WORTI,"INEOF - - ------ EAST LINE OF
------- --------- THE SOUTHWEST 114 OF THE WEST lP2 OF
z SECTION 30, TOWNSHIP 34 SOUTH_ SECTION 30,
1_5 ------- Oro SEE SECTION B-B RANGE 40 EAST + SEE SECTION A -A q>
E + TOWNSHIP 34 SOUTH,
S Sl SHEET8 RANGE 40 EAST
HEET8
D EX. TOP OF BANK
EX. TOP OF BANK
---------------------------------------------
+ 0 30
------------------- T
S89'51'51"E 1283.17' 80032 + 1279 1 20.001 19.90 1E
1299
CON - - -'(u' - - - -1281t
a 07227 70* + 19.50 478 20.00 399 19.50 ST. 185 L.F. 20.05
U e T _�` SWALE @ 0.3%ti
IN FEET -E
1) 301!4 �saCONST. 98 L.F. SWALE @0.5% CONST. 127 L.F. SWALE @ 0.4% CONST. 127 LY. S ALE @ 0.4% ,, __a� 4. 1823
- - - - - - - - - - - - - - - _.i� 1 230#2 T�
19.88 19.96 . .... .. ..................... . ...... ...... ...... .... . ..... . .... .... .... . ... .. .... . . .. . .............. . . ..... - - I 'cl,. 1� I inch 30 ft.
19.92 .... . ... . .......... . . 19.90 .. ... .... co BED SV 402 A
461 LL: v� _0 ...............
80033 _j Lq
r 22.67 L
+ (PHASE 3) @ (PHASE 3) Construct 25 LF
E��M I + (PHASE 3) 'q, (PHASE 3) m @ 3 .33 57.33 @ li
COTTAGE 15" RCP @ 0.00% COTTAGE 4-COTTAGE UJ �q� L�u
COTTAGE a)
19.80 19.80 SITE 3 F SITE 2 F.F.E. SITE 1 F.F.E. 13il 1277 < AIRPORT
SITE 4 F.F. 30108 Z� CB #9 S'Q` (PHASE 2) PCN: 1430-131-0001-000-4
0 1E
19.72 21.00 MIN 19.54 21.0 IN 21.00 MIN 19.62 21.00 MIN 04 FUTURE LAND USE: T/U IIE
POOL 1, DECK (PHASE 2) + 350
lqn I_j 1 19.61 1407 19,16 19,45 + DORMITORY BUILDING ZONING: IL -CO 1E
+
#1sAl FLOOR AREA = 6,558 S.F. LU
D
19.73•19.370
1 19.38 19.50 F 19781 IP 70 19. F.F.E. 21.00 04
19.00
7 1935 19.30 1275 q IE
9.64
Construct 56 LF
LLL4ME �� +
z 4 15" RCP @ 0.00% POOL DECK EL. TO CL�u S, +
VIS wg�BE
105 L:F
19.48 19.24
RED
FJNV •
1�1 9 1924 SET BY POOL 94.46 'C Tic +
9T5 L. IN % �1943 CONTRACTOR 1.26 3E
CR. 'Uk
19.64 CR. gi V� MAX. EL. 20.50 1E
> 9. 19.36 '105 L.T. V..
Lrlzla`0 117 izraa gam _zm .?
COVERED
.58 938 ME: 14 ENTRY
7 1900 F1964 19.74
B #5 ES #2
Construct 210 LF
20.80 q.
19.77
19.73 24" RCP @ 0.00 70 X�5350
p
*180 80 11 - - - 7�z - - - - - - - - - - - - - - 1E
+ PVC WATER MAIN
2 _t 5L jr 230
D
J FLUSH HEADER
12
23003
CURB (SEE DETAIL)
3002 Construct 7 LF Construct 76 LF
23001 3 C truct 97 L� J�.T_ ' -
RV RV RV RV RV RV 18" RCP 0). 0.00% r-, . i 12"xl8"ERCP(a)-0.33% 1� fl, a I � . � ll�.l I : I A I/ k 0 6
SITE 6 SITE 5 SITE 4 2 SITE 1 9.00 19.10 1 19.32 1 19.77 1 1 20.10 1 /1 3 839/6 .40%
i �9,0 0 NY 0.580/9 -wla_ I V' _ _ SEE SECTION F-F
L;u;pl
T
SITE 3
97 J,.F. I C --7;1__75 L.F, INV. CA. @ O.587. --a-\
Y ti \I,V 13460 SHEET8
ro 21.25
0
356
7�;;:307
�L: L PI 12" FLUSH HEADER
0 C TYPED
\E�E
X .... �r�, "ll, . .......... 19�.66
20.04 SEG
v
AV 419 0�00 55 LFURB (SEE DETAIL)
ConstructMn.ME; 2
Old 41S
15"RCP@-.--,.
If ME: z0 PE 0
el(-* CURB
134
20.00 0 211211 �000
20.00 20.0 1 20.00 91 0.00 +
23018 _2K Cn
.9 JI11330012 + 20.62
4 ary 1319 19-38 'D' MES 21.02
0- Izz) L.V: I Y I-L h
23020 CURB 20,12 #3
REGRADE 298 L.F. SWALE @ 0.07%.80 �,3 20.60 CURB& GUTTER 21.00 1
2010 REGRADE 68 L.F.L F. SWALE @ 0.22% ' : 9 I'll 1 zi
ci 20.10 20.60 + U �n
N�TCH 7 C 411!�•
I b
08 + A34 EX. 12".18"
. . . . . . . . EX 8' F\7C WATER MAIN',E '3 pe 115 013 1010
O.R.OR. BOOK 459, PACE 2756 +� Tfl\
------- -------------------------- (P.R.S L.C.) -------------------------- .5 fRCP
SEE S 1269
18.88,
N 19.96 20.00 20.11
WCW16NC-Cj:t
------------------------------------ 'li�G/?A 03t.r __411 00 �20 6YO�,
S 20.00 1§1 C�
_W 1, 1 't, , - I SHEETS 0 0
N e nano Oil m 270 11 EX. WATER VALVE
+ $0,110 +
U -ON PAD RIM=20.86�
X. ASPHALT ROAD S89'51'55"E 229 78'
V REGRADE 194 L.F. SVy LE @ N� " �:REG
------- ------------------------------------------- ______ ------------------ --------------- PER ORR 71S. s__ Np liFE A + 47 ___7ER. ?;'0 �06. , �:i6 �,6
PG. ------- EX. 8" PVC WATER MAIN
18.50 SIGN
0? -------------------------------
EX. CATCH 14' ETTbGE OF PAVEMENT C)
011 ------
ENGINEERS 0 SURVEYORS
PORT SAINT LUCIE OFFICE
10250 SW VILLAGE PARKWAY
SUITE 201
PORT SAINT LUCIE, FL 34987
R 772-340-4990
R 772A62-2455
,t www.edc-inc.com
B.P.E. CERTIFICATE OF AUTHORIZATION 9935
L.B. CERTIFICATE OF AUTHORIZATION 8098
w
w
L9 z 0 w
z 0
w S_
0
ul 0
0
16
05
z
z
W
M
LU
w
w
00
�
ow
u
w
w
W
�2
>
w
o
Z
W�
0
0
00
0,
00
z
0
z
2
w
E_
0
Be
Be
E
w
>
w
z
w
z
z
E2
0
1
0
❑
w
0
w
w
w
w
T
D
D
n
0
w
w
NO
z
z
0
F-
LL
0
I
<
LL.
z
LU
z
LU
F_
>
3:
z
z
0
a
W0
z
Z
M
Q
Ly
0
LU
Z
IL
10250 SW VILLAGE PARKWAY, SUITE 201
PORT SAINT LUCIE, FL 34987
e 772-462-2455
o U + BASIN + 18.75 18.95 rl 918] 1 Q_ E.
+ �k STEEL BLVD.
BENCHMARK m
18.70'(NAVD 88) + I
+ I + + ---------- _ . . ......... SEE SECTION E-E (PRIVATE ROAD) SLIC PROJECT
All
llz� SHEET8
I EX. EDGE OF PAVEMENT
u VACANT EX. NO + NUMBERS
PCN: 1430-311-0007-000-8 TRESSPASSING
�p MNSP 420175121
3 FUTURE LAND USE: MXD I SIGN
ZONING: IL - CO + 41- EX. FIRE HYDRANT
It
ON PAD RZ 420175120
LEGIEND
13 IM
EXISTING METER
n
PROPOSED SIGN
E3
MITERED END SECTION
HANDICAP STALL
EXISTING CONCRETE
EXISTING PAVEMENT
PROPOSED PAVEMENT
PROPOSED CONCRETE
16-129
7 OF 15
23.00
EL.
21.7t
/
j 20.00
Z
9.00
J I-
U LL
3 j 18.00
LU
W 17.00
15.00
SECT A
SCALE: V = 19 H
1"= 3'V
12_DO
25.00
VARIES 19.50 - 20.05
I
I
25.00
Z 119.00
F-
LL
j 18.00
W
J
W 17.00
12.00
217t
/
/
/
SECT B
SCALE: 1" = 10' H
V= TV
20'
10' 10'
EL.
21.0 20.75 F. F.E. 21.00
SWALE INV. EL.
VARIES 19.50 - 20.00
I
I
23.00 I
22.00 316
23.00 30' 40'
22.00 CROWN
EL. 21.25 04%
-f
21.00 CROWN I
21.0o H.P. INV. CR. 3�
" EL. 20.10
2.2/e
EL. 20.10 17' 123.
❑
Q
20.00 �„s 3.5% EX. EOP
� ��°'
>
20.00 1
19.0t
Q
Z
Z
_EL.
19.00 -----�
19.00
9
LLLL
U.
W
18.00
W
18.00 80 L.F. 12"x18" ERCP INV.
LU
J
EL. VARIES 18.50 - 18.75
LU
17.11
W
17.OD
15.00 SECT E
SCALE: 1" - 10H
14.00 3 V
I
it �---
PROPOSED
IDRAINAGE PIPE
CROSS DRAIN
' MITERED END SECTION
2 PER FDOT INDEX#272
5
i
i
191 IM-AZIY/IWA
15.00
SECT F
SCALE: V - 10' H
V xV
NOTE: CONSTRUCT MITERED END SECTIONS WITH A 4:1 SLOPE.
REFER TO FDOT INDEX #272, FOOT DESIGN STANDARDS.
MITERED END SECTION TABLE
Structure Name
SIZE
STATION
OFFSET
INVERT
MES #1
24"x38
11+11.59
38.99'
14.50
ERCP
MES #2
12"x1 B"
0+42.83
33.00'
18.50
ERCP
MES #3
12"x18"
0+42.83
-43.00'
18.75
ERCP
MES #4
12"x18"
12+19.19
-40.00'
17.50
ERCP
MES #5
12"x18"
12+19.19
40.00'
17.30
ERCP
MES #6
15" RCP
11+61.73
46.00'
14.50
'�,,• RIP RAP MINIMUM LAYER
PROPOSED THICKNESS TO MEET FDOT 8" FOR RV LOTS & DRIVEWAYS
DRAINAGE PIPE �``v SPECIFICATION 530-2.1.3 12" FOR ROADWAY
12"
BEDDING STONE MINIMUM p5BAR I I 3W CHAMFER ON ALL
-- - LAYER THICKNESS 12" CONT.ri EXPOSED EDGES
-r1'�'7irpr F'i- � r, BEDDING STONE TO MEET I I
` SURFACE COURSE
j'I� �, .�. I g 3 '. ...... { 3 FDOT SPECIFICATION 530-2.1.4 e ...,. ...._r;..-a-.. _:�. v .: .._..____ ,_,...(..
L� w I - ";.� = r c 3 - ._
��_TT_
TtL S bra.
E I ANCHOR I .-... .. - I I4 1 I
u.
_ TRENCHES 6" LIMEROCK OR 10
�j ! k4 .. .
K-' -a I �-'COQUINA BASE COURSE
-� �� . i"��j"j'j'--•-tm"
MM
-'j-'-(. j }' I )FILTER FABRIC PLACED UNDER ... f. rl.t.R:a r fl..I,,,�.. BEDDING STONE FILTER FABRIC'm... . TO MEET FOOT SPECIFICATION
SECTION VIEW 985 ( 4„
STONE RIP -RAP DETAIL B" STABILIZED SUBGRADE W/ LBR 100
_._.-.._._ _________ ________ ___ �._.__.w__
NOTE: SCALE: N.T.S. NOTE: 3,000 P.S.I. CONCRETE AT 28 DAYS.
1. SODALL APTO BE
DE 1 FLUSH HEADER CURB DETAIL
2. RIP RAP TO BE EXTENDED 1.5'
PAST THE WIDTH OF THE MITER
END SECTION. A
ROAD RIGHT-OF-WAY PROPERTY
CONCRETE
SIDEWALK
12" SEE PLAN 12" 3000 P.S.I.
2/ MAX SLOPE "�'IIT SgfTz31I I --i r7ilT -7
11.I(
�l
STABILIZED SUBGRADE
COMPACTED TO 98% OF
AASHTO T-180
NOTE:
SEE FDOT STANDARD SPECIFICATION SECTION 522
& FDOT INDEX NO. 310 FOR SIDEWALK CONSTRUCTION DETAILS.
SIDEWALK DETAIL
6'
��2Trans //on
\a
HANDICAP RAMP DETAIL
N.T.S.
S/Q
4" MINIMUM LBR-100
COQUINA CURB PAD
COMPACTED TO 98%
OF T-180 MUST BE
PROVIDED UNDER
THE HEADER CURB
EX. EOP
EL. 21.1t
21.00
> z0.00
a
Z 19.00
u_
LL
j 'Boo
W
J
W 17.00
16.00
15' 8'
EOP EL. EX. GRADE EL.
20.00-. VARIES 18.0-19.4-\
14.00
SECT C
13.00 SCALE: 1"-10'H
1"- 3'V
I
REGRADE EX. SWALE INV.
EL. VARIES 18.1 - 18.3
51
z4.00
21.00
EX. EOP EL.
`VARIES 18.4 - 19.3
❑
20.00
Q
Z
19.00
---------
U_
LL
LU
18.00
J
w
17.00
16.00
NOTE: PAVEMENT SHALL HAVE MARSHALL STABILITY OF 1,000 LBS.
PRIME COAT SEALANT TO BE APPLIED ON TOP OF LIMEROCK
2" FOOT TYPE SP - 9.5 ASPHALTIC CONCRETE
(INSTALL PAVEMENT IN 2 - 1" LIFTS)
8" 6"
COMPACTED TO 98%
MAX. DRY DENSITY
MOD.PROCTOR
6" LIMEROCK OR COQUINA BASE COURSE (MIN. LBR 100) 17
12" STABILIZED SUBGRADE (MIN. LBR 40)
O
SAW CUT JOINTS @ 15' O.C.
EXPANSION JOINTS @ 40' O.C.
COMPACTED TO 98%
MAX. DRY DENSITY
6" PORT. CEMENT CONC. PAVT. (3000 PSI)
MOD. PROCTOR
6" STABILIZED SUBGRADE (MIN. LBR 40)
TYPICAL PAVEMENT DETAILS N.T.S.
NOTE:
1. CONCRETE PAVEMENT, AT A MINIMUM, MUST BE
CONSTRUCTED OF FDOT APPROVED CLASS II CONCRETE.
SUBGRADE MATERIAL SHALL BE A MINIMUM THICKNESS
OF SIX INCHES.
2. CONCRETE SHALL BE REINFORCED WITH FIBER MESH
ADDITIVE OR WITH 6x6 #10/#10 W.W.M.
ADD BITUMINOUS EL. 45'-10" j
COATING TO PIP h TOP EL. 19.50
CONNECTION
17.00
30" CAP
❑
INV. EL.
Z
16.00
15,50
vs
LL
15.00
BOTTOM
j
EL. 14.50
LU
J
W
1400
SCALE: V=TH
1 _ TV CONTROL
13.00
STRUCTURE
12.00
TYPE 'E' BOX
SECTION VIEW
DRY RETENTION
BOTTOM EL. 15.50
C:31I
CONTROL
STRUCTURE
TYPE 'E' BOX
FRONT VIEW
15, 15,
8'
CR. EL.
19.5 2 19.85
7 o.% EX. EOP
EL. 18.8t
PROP. COMPACTED LIMEROCK
OR COQUINA BASE COURSE
80 L.F. 12"x18" ERCP INV.
EL. VARIES 17.30 - 17.50
15.00 SECT D
SCALE. 1" = 10' H-
14.00 1 TV
I
SAW CUT
MATCH EXISTING I1'
PAVEMENT
EXISTING BASE & -h-
PAVEMENT (TO REMAIN) WIDENING
NOTE:
IT IS THE INTENT THAT THE EXISTING LANE/EDGE
LINE BE REMOVED DURING SAW CUTTING
OPERATION. COST OF SAW CUTTING AND
REMOVAL OF ADDITIONAL ONE FOOT (1') WIDE
STRIP OF PAVEMENT TO BE INCLUDED IN TYPES'
ASPHALT PAVEMENT,
SAW CUT DETAIL
T.
PRECAST
PAVERS
1 1/2" SAND)
BEDDING 8" COMPACTED LIMEROCK�
OR COQUINA BASE
BRICK PAVER DETAIL
N.T.S.
SPACING OR REQUIRED ROADWAY / PARKING AREA TESTS
SEE BAFFLE BOX DETAIL ITEMS TO BE TESTED DENSITY L.B.R. THICKNESS
6" SLOT EL. 18.36
3"0 BLEEDER EL. 17.61 MAX. SPACING MAX. SPACING MAX. SPACING
LIN.FT. SQ.FT. LIN.FT. SQ.FT. LIN.FT. SQ.FT.
COMPACTED OR
B/ BAFFLE EL. 16.50 STABILIZED SUBGR\DE 300 10,000 300 10 000 300 10 000
LIMEROCK BASE 300 10,000 300 10,000
SHELLROCK BASE 300 10,000 300 10,000
ASPHALT PER INSP. PER IN;
NOTE: ALL TESTING SHALL BE TAKEN IN A STAGGERED SAMPLING PATTERN FROM A
POINT 12" INSIDE THE LEFT EDGE OF THE ITEM TESTED, TO THE CENTER, TO A
POINT 12" INSIDE OF THE RIGHT EDGE.
SIDEWALK SLOPES PER ADA
LENGTH MAX.SLOPE LONGITUDINAL
< 6' 1'12 8 33°/ WITHOUT HANDRAILS
CAP Bolted - °
to Alumin. Angle > 6' < 30' 1:12 8.33% HANDRAILS BOTH SIDES
See Angle on 12" Centers > 6' < 50' 1:20 5.00% NO HANDRAILS
Detail
NOWHERE SHALL THE CROSS SLOPE OF AN ACCESSIBLE ROUTE
EXCEED 1:50 2.0% .
Wx3"x 1/4" 5/8 " Bolt )
Aluminum (Typ,)
M
STORM SEWER INLET TABLE
BOX
GRATE
BOTTOM
Structure Name
STATION
OFFSET
RIM
IN INV:
OUT INV:
TYPE
TYPE
ELEV.
CB #1
C
USF #6212
1+64.22
-13.0000'
19.660
15,50 (W)
14.500
CB 92
C
USF #6212
2+58.33
-14.3880'
19.100
15.50 (E)
15.50 (W)
14.500
CB #3
4'0 MH
USF #6212
2+96.04
-42.4531'
19.000
15.50 (E)
15.25 (NW)
14.250
CB #4
4'0 MH
USF #6212
3+72.75
0.0000'
19.000
25
15.50 15.50 (SE) (NE)
14.75 (W)
13.750
CB #5
E
USF #6286
5+82.67
0.0000,
19.000
15.50 (N)
14.75 (E)
14.75 (W)
13.750
CB #6
E
USE #6286
7+77.75
0.0000,
19.000
15.50 (N)
14.75 (E)
14.75 (W)
13.750
15.50 (N)
CB #7
F
USF #6286
9+88.73
0.8482'
19.000
14.75 (E)
13.750
14.75 (W)
14.75 (E)
CB #8
6'0 MH
USF #6286
10+93.54
0.0550'
19.000
14.50 (NW)
13.500
CB #9
C
USF #6212
3+39.30
40.5312'
19.000
15.50 (SW)
14.500
CB #10
C
USF #6212
5+82.67
25.0000'
19.000
15.50 (S)
14.500
#11
C
USF #6212
7+77.75
25.0000'
19.000
15.50 (3)
14.500
[�CB
CB #12
C
USF #6212
9+91.36
25.6373'
19.000
15.50 (S)
14.500
CS #13
C
USF #6212
11+61.73
-42.3479'
18.000
14.50 (W)
13.500
Angle NOTE:
SOD ALL DISTURBED AREAS TO INCLUDE GRASS
WITHIN THE RIGHT-OF-WAY, MEDIAN, TRANSITIONS
ANGLE DETAIL TO PROPERTY LINES AND ANY AREAS DISTURBED
BY N
CO STRUCTION ACTIVITY ASSOCIATED WITH
THIS PROJECT. CONTRACTOR TO MATCH
SURROUNDING GRASS WITH THAT OF EQUAL TYPE.
NOTE:
ALL ELEVATIONS SHOWN OR REFERENCED WITHIN
THESE PLANS ARE BASED UPON NORTH AMERICAN
VERTICAL DATUM 1988 (N.A.V.D.). TO CONVERT
FROM N.A.V.D. '88 TO N.G.V.D. '29, ADD 1.475'
TO THE N.A.V.D. ELEVATIONS TO GET N.G.V.D.
ELEVATIONS.
1/2' CHAMFER SEE SITE PLAN
3,000 PSI CONCRETE
PaV't 2H m PAVEMENT a
BASE _. ._,.,._...._-_..._.......__.._ _._.,.._.,...
6" Base '-
Subgrade
NOTES:
1. Use 3,000 P.S.I. concrete at 28 days for construction.
2. Subgrade to extend an additional 6" beyond Type "D" Curb.
3. Typo "D" Curb to be constructed in accordance with FDOT Index #300.
TYPE r'D" CURB
13.3' +
NOTE:
18" CAP
1. Seal all joints with ram-nek sealant.
2. Baffle top to be open.
BAFFLE BOX DETAIL
8"
COMPACTED SUBGRADE
-_-_---.._
SIDEWALK/PAVEMENT DETAIL
N.T.S. SLC PROJECT
NUMBERS
MNSP 420175121
RZ 420175120
ENGINEERS Q SURVEYORS
PORT SAINT LUCIE OFFICE
10250 SW VILLAGE PARKWAY
SUITE 201
PORT SAINT LUCIE, FL 34987
E4 772-340-4990
12 772-462-2455
-D www.edc-inc.com
F.B.P.E. CERTIFICATE OF AUTHORIZATION 9935
L.B. CERTIFICATE OF AUTHORIZATION 8098
m rn m o
N w¢ J N
C7 Qom' o w U O<
N K o f p g N H p
p p w LL a O
0
m
w
E
0
J
0)
H
F
w
p
Z
w
J
w
Q
F
J
�
p
�
Ili
O
z
m
a
O
J
0
LL
Z
W
a
m
p
p
a
w
w
w
w
rn�
m
m
m
0
N
0
N
0
N
0
0
0
8 v
22�
sl�R�tFIS01�, .�.
8P70
� L
10250 SW VILLAGE PARKWAY, SUITE 201
PORT SAINT LUCIE, FL 34987
R 772-462-2455
16-129
8 OF 15
i
I
I
0 30
2
i
)
( IN FEETjI }
1 inch = 30 ft.
c
7
C
i
i-------------------- 'ter---------
i
)
� ao02z �
30089� 13A4 30095
EX. WATER EL. =14.15
_____ EX TOE
--------------
S.L.C. CANAL No. 25
•,.,__________________________________________.__-__-_ EX. TOP OF BANK /�01/�/I/j
-_-_________--________________________________________-____-___-____________-__-_____-_____-____--__________--_-__-___-____-_______---/ --- Q
_______________________________________________ z---_____---
10' LANDSCAPE BUFFER 30050 510 1393 438 PHASE 1 BOOlI 0�y 10' LANI
t 470 30049 --,.,- 80012 3008s�GRINDER STATION ET-d94d4-
- - , .-........,. _..._._, .. .........._._____8 __ .....,_...- �3 095
3004 8 PHASE 1 PHASE 3 ... _ .....,. ___... _.. _. 46 ................. ._ .,._,._,... , �; 8BY5_"_"_...._._.�:._._...-. .. STA: 6+78.07, 40.71' R
__ 2E 3
t 0a7 CSS 1" DR-9 POLY sl 1" DR-9 POLY oon eo 13 PHASE 3 TOP EL 20 50 p1
'I 1 30052 WATER SERVICE WATER SERVICE - 11 L.F. 6" PVC INV. EL. 11.95
r_. 30046 3905453 CONNECTION W/ V (TYPO LATERAL @ 1.0% p ASE 2 (SEE DETAIL SHEET 11)
�+�'�v, PHASE 3 PHASE 3 ° (PHASE ) 1 DR-9 POLY PHASE 3
{ 23071 4l
4 1445`� 30068 BO�U PHASE 1 CORP (TYP) 14181`$'y COTTAGE (TYPE) COTTAGE 1370 ACCESSORY SORY ATER SERVIC COTTAGE
1442 Itfl.,i" SITE 6 SITE 5 SITE 4
GARAGE
w o h CONST. V� 1
369
� 30055 _ -
a y 1441
PHASE 1 CONST.� 1439 k PHASE 1
(1)2'GATE PHASEI 'a,lta'
m ,'+ VALVE & BOX 2" DR-9 POLY SA;,, 2" DR-9 POLY SA 1365
e w ESP #4 PER FPUA `'' SA
.,y.� WATER SERVICE x la WATER SERVICE Mx:-14 Mx; la
o DETAIL W 6 ' • A - _ _ w _ _ _ SA
Dm $ f DRY RETENTION AREA 10+00 _T'-------- - _.. -- PHASE 1 61 L.F. 8" PVC - Mx.
rc w 28,824 S.F. (0.662 AC) 12.7% x: t4 ' .-z: .. I +',�;-- -' •I•€Fnl+ '��'t'?F'�. Al+lE11Rl:1 I::!; , , 41 L. 6" PVC ° GRAVITY SEWER
60
i
' MIN. T/BERM EL. 19.6 / 11yp0 L3 C4��, , LATERAL @ 1.0/ @ 0 40% "•
., . (TYP.) I®I i ttvv.�
N w BOTTOM EL. 15.5 h CI ._.(..__- __ -- +- _ _-._____ _ • > ', • -,h ' 'I,
LL SUMP EL. 14.5 O WYE CON. WYE CON. +00 WYE CON. WYE CON. WYE CON. -00 WYE CON. WYE CON. • ' WYE CON. ;, 6+00
o 'm CONTROL EL. 14.50 i INV. El 13.39 INV. EL. 13.23 INV I'1_. 13.18 INV. EL. 13.07 INV. EL. 12.91 INV. EL. 12.57 INV EL. 12.40 INV. EL 12.59
o BLEEDER EL. 17.61 ss1 .. 1415ST0 230103008 PHASE 1 ..-_ �� �-
z 23009 CONST. SMH
5 STA: 9+84.p8, 20.00 L
1114 306 L.F. 8" PVC GRAVITY SEWER @ 0.40°/ ��
F- lass 30070 PI-IASE 1O,\PHASE1
4e4 'TOP EL. 19.72
o -}- z36o6 # 40 L.F. 6" PVC CONST. SMH #3
N 23007 E INV. EL. 13.52 S
LATERAL @ 1.0% STA: 6+78.07, 20.00' L
7480 (TYPE) TOP EL. 19.55
;Id , f.(. il1Hg1S.. ,Ll,.lt i1'�r- 1 ,LI CP ! TT')�� ����+•q�, N INV. EL. 12.20
RVSEWER RV f'.V RV RV RV \\ t`e.Ra'' RV RV E INV. EL. 12.30 RV
SITE 12 SITE 11 SITE 10 SITE 9 SITE II SITE 7 SITE 6 W INV. EL. 12.30 SITE 5
J CONNECTION PHASE
(TYPE) RV WATER\N__j
485 L.F. 2" DR-9 POLY WATER
CONNECTIO2301z _ :. SERVICE (24" MIN. COVER) 134s,��a
' ( (TYPE) -- - �� �T `tea''
30063
'CaIA- o WV WV T4i'i419
�tic.i 4
MH: 11 1479 PHASE 1 23016 0 - 433
1358
+ 23014 3007 `6 ,1�,'. 30015 15' LANDSCAPE BUFFER Q
4 1493 4& LATERAL@1.0% 565 2301 23015 14, E 23017 g•;,7d 1348 $ 23018 1�4
- - - - - '"'URJIAO'AC'EIOA -1486 i90 9�5'JJ"�4'� °,� iWts�
1
D RIM=17.80
,.:,, ;. .,x p _,_____._. _...._. ...
,,CI7I' ,I ,`i,. )..II„u;,li., .t.J .! ai ia7i€1., 81S ...___ .... ..._.__ .,... ., ,,.. _,.. .. ,_ .,. _ .,. ,__.,-. . _ ...... .. .... .... ... , ..-........,.., ,......., .,,, _._. .... __ ....... ,.,..... ... ,..._....... ...___...._ .. __..._.._._._ . _.-.._.._._ .... _._
a. EX. 8"PVC WATER MAIN -,-+- _. _.�._. _._._.-._.-._._.-._.-.-.-.-.-.-.-.-. _- _- _- _._. _- -.-.-.-.-.-._.-
-. .. _-______ ----- _ _. __. _. _
_____ _____________ ________________ _ ________.
PHASE 1 - CONST. 1500'WIDE.FPUA EASEMENT
(1) 8"x6" WET TAP �-4 �% PER ORB. 765Pc zze
r` (1) 6" GATE VALVE &BOX STEEL BL D.
(1)6" FIRE HYDRANT ASSY. - (PRIVATE ROAD) - x. ASPHALT ROAD
.r
Lu
Z
WAREHOUSE �/i
PCN: 1430-311-0006-000-1 >� �'`'"
FUTURELAND USE: MXD /�, 1 ,.:..._ _ _.- ...... ...........,._ _ __ , _ ...,. - -...--m,�......,...,..�.................�. VACANT ..., ..., .... --,._ .......�,._._ e _... ,ram.,,...
ZONING: IL / PCN: 1430-311-0007-000-8 w
/ FUTURE LAND USE: MXD
ZONING: IL - CO Q
IGRINDER STATION 30033
STA: 6+78.07, 40.71' R
TOP EL. 20.50
INV. EL. 11.95
`tam'
1365 SA
= MH
61 L.F. 8' PVC
GRAVITY SEWER
@040%
t
°1al 11115wm",vi /i11.{)FE»1c I «iJ I, ,rl1(I to
WYE CON.
INV.. EL. 12.40
PHASE 1
i
CONST. SMH #3
STA: 6+78.07, 20.00' L
TOP EL. 19.55
N INV. EL. 12.20
RV E INV, EL. 12.30
SITE 6 W INV. EL. 12.30
PHASE1
I I
I
I°I
1
1 I I
I
I II I
I
1 I I
it CONST.
I I (1) 2" GATE VALVE & BOX
(1)2"90°ELL
I
1
I
1 I
1 ,
1 I
1
I
I
I I
PHASE 3 wd0.02 1,283 L.F. 2" POLY DR-11 FORCE MAIN By
z80 II
1" DR-9 POLY I 11 ' li
WATER SERVICE 'w 35.33 zzs7 67.33
(PHASE 3) (TYP.) (PHASE 3) yy (PHASE 3)®� ma 1 AIRPORT
COTTAGE COTTAGE 7�' COTTAGE 7311 o'a ° 1277
SITE 3 SITE 2 3o1oe SITE 1 Uv (PHASE 2) II PCN: 1430-131-0001-000-4
Ll 407 b DORMITORY BUILDING m 350 I i FUTURE LAND USE: TN
PHASE 1 PHAS 2 FLOOR AREA = 6,558 S.F.
POOL
DR-9 POLY WATER 3A 5 1.,,.;. F.F.E. = 21.00 ar LL i1 11
SERVICE (24" MIN. COVER) t ' ' & DECK : t m
_- _ e _ MH. 14 _ _ _ - ,!a o ° PHASE 2 PHASE 2 1275 w II 1
-- C.O. INV. CEO. INV.
EL. 17.0 EL 17.0
7,, g
;. O • ?fit:,k' 94,46 z PHASE 1
141 L.F. 6" PVC f" ,I'1!"1 1,1 a: i! 1 rp r j
...:: .. .. r. ( „1 II n,' T1' COVERED n
P
WYE CON. LATERAL @ 1.0% WYE CON. WYE CON. SA ? ` 26 ENTRY : 1 TVERED
rl ORCR'
INV. EL. 12.76 (TYPE) INV. EL. 13.11 INV. EL. 13.50 s• MH; 14
WYE CON. WYE CON.
/INV. EL. 12.89 ° INV. EL 13.27 PHASE•7509GALLON GREASE GRf=ASETRAP:LATERA
305 L.F. 8 PVC GRAVITY SEWER @ 0.40%
�3 . • INTERCEPTOR @ 1.0% `
PHASE 1 WYE CON. TOP EL 20.03 pHacl 1 z3oz3
23003 40 L.F. 6" PVC INV. EL. 13.43 ` PHASE 1dm
L.F. 8, P ,� 37 L.1 . 6' PVC --
LATERAL @ 1.0% CONST. SMH #2 • `G' VC GRAVITY,SEWER ° LATERAL @ 1.0%. PHASE 1
0.
i� dp CONST. SMH #1
3002 (TYPE) STA: 3+73.08, 20.00 L r
O PHASE 1 '.. - -' STA: 1+26.51, 2.00' R
RV z3oo1 RV% RV RV TOP EL. 19.33
E INV. EL. 13.66 `*+* < TOP EL. 20,03 -
U PHASE 1 -0 O. INV: EL. 16 60 W INV. EL. 14.60 m'
SITE 4 PHASE 1 SITE 3 - SITE 2 SITE 1 W INV. EL. 13ss O2
311 L.F. 2" DR-9 POLY WATER 211 L.F. 2" DR-9 POLY WATER C.O.IN EL. 16.35
SERVICE (24" MIN. COVER)
SERVICE (24" MIN. COVER) wv
\ PHASE 1 CONST.
- , WV WV 419 RV SEWER PHASE 1 \ Ss
2" DR-9 POLY BSP #3 PER FPUA n10: z0 3 '
CONNECTION �' CONST. Mx: 20
WATER SERVICE �.A DETAIL W-6
(TYP) 23021 (2) 2" GATE VALVE PHASE 2 - CONST. o 00
/ ,4 9 &BOX _ 3 O ;N O -
a RV WATER4 �I��'�'` 1341 z3ots (1) 2" TEE " PHASE 1 CONST- _ (1) 4' DDCV, FIVE & FDC
CONNECTION - t n3aot2 - ,e _ 1319 (1) 8 x6 WET TAP (1) 4" M J TEE
j 348 23018 1 4 ( )
PHASE 1 CONST.TYP) a 23020 ('I 6 GATE VALVE & BOX
PHASE 1 CONST. ESP #1 PER FPUA c8 ; (1) 6" FIRE HYDRANT ASSY. I
__ .,,,,, ._, DETAIL W-6 .... _..._..._. _.-....--_........ -... -_.,.. .. ,. ,., .,..-_...-•,�............. \ PHASE 1 - CONST.
.(1)2 TEE m ._ _ "a� EX. CATCH _ _ �-�•. // . - . - . - . - . _ . _ . _ . _ . -. - . - . - . - . _ . _ . _ . - . _ . _ .
> 2 2" GATE VALVE EX 8- PVC WATER MAIN O R. BOOK 459, PAGE' Bh51W' • ,� -"•*¢ . S7 " 30 PH SE WET TAP 3
&BOX _ ___ _ __.PHASEICONST. ___ _____ _. P.RSLcI --__ ______ ___ �03j' 1 3oot�°s� ---_ - i O 34 ,Ex.tzxlB•
i (1) 8" x 2" DOUBLE STRAP SADDLE ( - --_ ` E 15,8q, PIV 1 6" GATE VALVE &BOX �RCP i
s0009 1 6" M.J. CAP
1
(1)2"CORPORATION ....\ 1s uNoscAPE su ER .;1I {.•.g.)
...
(1)BSP#2 h i
3 (1)2"CURB STOP __ � "' - FDC
> ��_ �\ 0ot7 DDCV !
(1) 1 5" WATER METER W/6 �..'- �n, , ,. ,,,_.,.... ......... _....-- ... -. _.. „_._..... _ �.._.... II:
X. A: S89°51'55 E 229]8' f I I ^
__- __- 29 L.F. 2" SDR-9 POLY WATER SERVICE .__________________________ _______________________________ PERo eAdsEM - . _ . - . - . __,. M �' ....Ex. NO - � Tt
PG.. �E'VT _ .-.-.-.- ISI2C58PRSSN�'-'_-__ '- - -
_ �y7__-_
IGN
_______-
EX. B PVC WATER AMIN I I
1 EX. CATCH - _ NOTE[ - .------------
EDGE OF PAVEMENT I 1
BASIN ffl] - PROPOSED 106 L.F. 4" OR 6" FIRE MAIN. CONTRACTOR STEEL BLVD. {
- TO VERIFY PIPE SIZE & TYPE FOR FIRE MAIN, DDCV,
�""- � "" _ `��. ,,. Yv�-__ __ PIV, &FDC WITH FIRE SPRINKLER CONTRACTOR. (PRIVATE ROAD) � I
VACANT U EX EDGE OF PAVEMENT I I
^` "` ---------------- -------`-----------------
I
EX. No FIRE LINE &FIRE CONNECTION TO EX. 8" WATER MAIN I i
PCN: 1430-311-0007-000-8 ^- ..., i TO BE CONSTRUCTED IN PHASE 1. DDCV FIVE FDC WILL c1' I
i TRESSPASSING °+
1 FUTURE LAND USE: MXD `�•"., ISIGN
ZONING: IL - CO Q d II
1 CLUB HOUSED DURING PHASE 2 CONSTRUCTION OF z 9f I
--_-------- TOE- SLOPE
___________ ____NORTFI-LINEDF_-_ O - _-
-- - ---- -- - - THESOUTHWEST1I40F
QSECTION 30, TOWNSHIP 34 SOUTH,
RANGE 40 EAST
(PHASE 3)
COTTAGE
SITE 4
WYE CON.
INV. EL. 12
PHASE 1
1" DR-9 POLY RV
WATER SERVICE SITE
CONNECTION (TYP.)
EX
________________________ TOP - BANK
S89°51'51'E 1283.17' 80032- - -
1U LANDSCAPE BUFFER `3
484
SA
WYE CON.
INV. EL. 12.60
-------------
_-_
EAST LINE OF
7
THE WEST 120E
SECTION 30,
TOWNSHIP 34 SOUTH,
J
RANGE 40 FAST
C
EX. TOP OF BANK
>�'�
U
---------------------------------------
----------------------------------------- PHASE 1
I
€
PROVIDE 4" CASING
_ - - 1299 PIPE FOR 2" POLY - -
DR-11 FORCE MAIN 1279 [
78 399
10 LANDSCAPE BUFFER 128
1 4
€ COVE k'
ZONING: IL - CO
I
I
I
I�r
1 EX. B° PVC WATER MAIN
I
I
I
I
II
1
1
1 1 1
I
1
1
1 <.
of
1 �
m.
PI
I �
zlI
I
I
I I
11 I EX. WATER VALVE
I !-ON PAD RIM=20.86'
EX. FIRE HYDRANT
ON PAD
0 30
( IN FEET )
1 inch = 30 ft.
-LEGEND
® ®
EXISTING METER
---0-
PROPOSED SIGN
MITERED END SECTION
HANDICAP STALL
INTERFERENCE POINT
1
(SEE SHEET 11)
^.
EXISTING CONCRETE
EXISTING PAVEMENT
PROPOSED PAVEMENT
PROPOSED CONCRETE
3
CALL 48 HOURS BEFORE
YOU DIG IN FLORIDA
CALL TOLL FREE
1-800-432-4770
IT'S THE LAW[
SUNSHINE STATE ONE CALL CENTER
OF FLORIDA, INC.
SLC PROJECT
NUMBERS
MNSP 420175121
RZ 420175120
I
ENGINEERS Q SURVEYORS
PORT SAINT LUCIE OFFICE
10250 SW VILLAGE PARKWAY
SUITE 201
PORT SAINT LUCIE, FL 34987
R 772-340-4990
iT 772-462-2455
,' www.edc-inc.com
F.B.P.E. CERTIFICATE OF AUTHORIZATION 9935
L.B. CERTIFICATE OF AUTHORIZATION 8098
I�
3
a A
of
m } N w z N
w I` Qz N d o M w m W
ul K o w O m OF
w ❑ ro a F g OU
z
N
a z
W
cl w
O O Z
N F V w
w o O
Z_
of F N Q
�OOo Z z O
a0z zv,
O z z w
O w OU g K
z ❑ w M 0
m0 uuQ
z a w
0 H y LL U
Z
D O w w W
Y a a a a
J z z z
0�335
a a a a
❑ o w ❑
w W w w w
W
n SO L O W W W
Y Q w K K
�
J
■
Ell
�l
MINE
r
Z
m
OEM
0
M
[�
Lu
ME
J
�■
on
i
M
lie
ME
In
1■0
ME
■
Lu
•
-
OEM
Z
LU
M
ME
:' `� ° V7 NSF', ^i ✓/i
s
R. HARRISON, PER. =
2270TATE OF I
1-'T -A
10250 SW VILLAGE PARKWAY, SUITE 201
PORT SAINT LUCIE, FL 34987
n 772-462-2455
16-129
9 OF 15
z
PHASE 1
DIRECTIONAL BORE 2" POLY DR-11 FORCE MAIN
UNDER HAMMOND ROAD. TOP/HAMMOND ROAD EL.
21.4 (APPROX.), TOP/PIPE EL. 18.4. PROVIDE 36" MIN.
VERTICAL DEPTH BETWEEN TOP/PAVEMENT &
TOP/PIPE. (SEE DETAIL)
0 30
23.00 INTERFERENCE POINT #5
PROVIDE 12" MINIMUM VERTICAL
22.00 CLEARANCE PROP. 24" RCP
E DRAINAGE PIPE OVER PROP, 8" PVC
jII PHASE 1 GRAVITY SEWER LATERAL.
\ PHASE 1 / I CONTRACTOR TO PROVIDE 21.0000NST. AIR RELEASE' rc 30" MIN. COVER OVER 2"
�° eh I ^,� PER SLC UTILITY DETAIL G-18 a I POLY DR-1 FORCE MAIN. 20.00
( IN FEET) ry^' ry^' } x ' PHASE 1
1 inch = 30 ft t + \ w I 1 --- ----- I CONST. DROP MANHOLE 0 1900
PHASE 1
DIRECTIONAL BORE 2" POLY
DR-11 FORCE MAIN UNDER
DRAINAGE PIPES CROSSING
HAMMOND ROAD.
CONTRACTOR TO FIELD _
VERIFY LOCATION & DEPTH OF
DRAINAGE PIPES. PROVIDE 12"
EAST LINE OF
I
THE WEST I/2 OF
SECTION 30,
1 +
TOWNSHIP 34 SOUTH,
e
RANGE 40 EAST
^^A
I
i
i
1,303 L.F. 2" POLY DR-11 FORCE MAIN .\
ZONAL BORE UNDER EX. CANAL. PROVIDE 48" MIN.\
UNDER CANAL BOTTOM. (SEE DETAIL SHEET 11) '\
1
T STATION -r - - - - - - - -
CONNECTION TO EX.
Q
�^ n STREET
MAIIIA_
E%.F� E� �'
_ - _
L_7T_0 Ex. GRAVITY SEWER - - - - - -
SEWER MANHOLE
Z
1e.00
.
��ro `�s N & STOP
--
I - - - - �.
-_ - - -
(SEE SLC UTILITY DETAIL S-9)
S N
i
,-.�.�.
_ __ __
LL
-
r
I
I
`n\
EX GRAVITY SEWER
77.00
_-------------------------------------
____ ____________________________
_________
LU
16.00
+
I
AIRMAN'S WAS'
I i ry0'
--_---Ex
8, BACKFLOW
14.00
�PREVENTER
EX. WATER VALVE
EX. WATER MAIN I
n\
EX. WATER MAIN
ON PAD RIM=20.98'
1`
;
I
i
FORCE MAIN ROUTING PLAN
I I
I I
I
I
%
I ,,1
11 II
I
�
nro0 ^pA
ro^n'�7
+ry 'Fry H' I
I
A
I
I
CONST,
I
I
(1) 2" GATE VALVE &BOX
(1)2"90"ELL
�
I
_
I
I
,
I
I
I
I
I
(fie ry°� i
+
it
a
3 D'
5
IZ
a
3 Z LL
I
I. I
I
AIRPORT
I ILI
rc
°°
w Q W
y
I {
PCN: 1430-131-0001-000.4
I
w m
O W
+II
I
FUTURE LAND USE: T/U
I ,�
I
i 'll
ZONING: IL - CO
'
I i
O Q IY I
I I t.
= Q
W
I
II 11 I
F a
v
Z
O
II
I` 9
W O
W
ry -i•ry^
`4^d`0
I
�qJ
0! L,.
I
I
•
O
I
I I
Q
_._. _
_-
--. -. -.
o
1
EX. 8"PVC WAIFR MAIN
4.._.__RIM
°w
w
ry
Construct 76 LF
1
12"x18" ERCP @ -0.33%
it
I I
I
1 m.I
I I I
�y>
v$
GCi
I
4
I I
O a ipz
oo N
{ n°
^¢. ' + .(L_
II
+ �%
•dry
I I
N
f
W
_1
U
d'
I I
I J I
j 5 LEX. 12"zi8" •�`w� I
I I
1 0 RCP
ir • Illiii 4 I I I I
IEX. WATER VALVE i I
! -ON PAD RIM=20.86'
I e E . NONW
-ITRC33PASSIN�' - I•I- • " • I �y�J
I-- -- SIGN____-----_�_
>
t
Z
6
O T
^9.
+
W
0
N xl
Z
W
yr.
O
N
n°
+
BENCHMARK NO.2
61 EL? 20.00'(NAVD 88)
oVACANT ^°ry
0 PCN:1430-311-0007-00A
FUTURE LAND USE: MXD
ZONING: IL - CO
Z
F
4
` L bA �9I
ca
Ep I
L •-y},.ro
OI i I I
I I I EX. FIRE HYDRANT
SON PAD I
GRINDERSTATION
z�
.`
SMH#3
n01 ry0
A _+
I� I
1L V ✓ HY
sTA; 6+78.E07, 40.71' R STA: 6+78.07, 20.00' L
TOP L.20.50 TOP EL. 19.55
. I
U^. I
21.00
= MEx.
W ERCP
T I,18" o ^ i EX. WATER VALVE
9
INV. 1+SL
W M�
U
� ON PAD RIM=20.58'
20.00
h
19.00
1111i
18.00
roeO.L.Pa " _ ._.. ..«...
INTERFERENCE POINT #1
23.00 INTERFERENCE POINT #2
PROVIDE 12" MINIMUM VERTICAL
PROVIDE 12" MINIMUM VERTICAL
CLEARANCE PROP. 1" POLY WATER
CLEARANCE PROP. 1" POLY WATER
SERVICE & 4" PVC FIRE LINE UNDER
zz.00 SERVICE & 4" PVC FIRE LINE UNDER
PROP. 8" PVC GRAVITY SEWER
PROP. 15" RCP DRAINAGE PIPE.
MAIN.
21.00
m
20.00
20.00
PROP. GRADE EL. 19.60f
0
PROP. GRADE EL. 19.61i
m
o
19.00
< Z
2.79'
ie.o0
3.21'
1e.oD
a LL
W
LL
O' W
17.00
17A0
_
l>
L)
LU
PROP. 2" POLY PROP. 4" PVC
j
-----PROP. 15" RCP -------
LU
r
16.OD
_
WATER SERVICE O FIRE LINE
I
16.00
INV. EL. 15,60
F-------
_
12" MIN.
--=-----
3
15.00
15.00
PROP. 8" GRAVITY SE R MAIN INV. EL. 14.45
12" MIN.
PROP. 2" POLY PROP. 4" PVC
14.00
14.00
_
WATER SERVICE OC FIRE LINE
0
H
13.00
1 13.00
Z
o
INTERFERENCE POINT #1
INTERFERENCE POINT #2
0
SCALE: V = 3' H
SCALE: 1" = # H
m
V=g..V
i"=R'V
2
f
INTERFERENCE POINT #3
PROVIDE 12" MINIMUM VERTICAL
CLEARANCE PROP. 18" RCP
DRAINAGE PIPE OVER PROP. 8" PVC
GRAVITY SEWER MAIN.
20.00
PROP. GRADE EL. 19.50t
a 19.00
Z
e.o9
2.69'
LL
i 17.OD
W
J
W te.ao
PROP. 18" RC(6 P
INV. EL. 15.25
NOTE:
1.) ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH
1500
6"MIN.
THE ST. LUCIE COUNTY WATER & WASTEWATER
CONSTRUCTION STANDARDS & FPUA .DESIGN & -
14.00
PROP. 8"GRAVITY $ ER MAIN INV. EL73.7t
CONSTRUCTION STANDARDS DETAILS AND
SPECIFICATIONS, LATEST REVISION, AND WITH ALL
13.00
APPLICABLE FLORIDA DEPARTMENT OF ENVIRONMENTAL
PROTECTION RULES AND REGULATSONS.
INTERFERENCE POINT#3
2.) CONTRACTOR TO POTHOLE TO CONFIRM EX.
SCALE: ;"=3V
UTILITIES FOR LOCATION & DEPTH"
SANITARY SEWER PROFILE
SMH #3 - GRINDER STATION
SCALE: V=30' H
1"=3' V
PROP. GRADE VARIES
EL. 19.00 - 19.45
2'
PROP. 24" RCP
INV. EL. 14.75
12" MIN.
PROP. 6"GRAVITY SE RLATERAL
NTERFERENCE POINT #4 (TYP.)
SCALE: V = 3 H
1"=TV
)0
Q
Z
LL
W
__I
W
23.00
22.00 HAMMOND ROAD EX. PAVEMENT
EL. VARIES 21.4 - 21.6 1
21.00
20.00 ENGINEERS Q SURVEYORS
36" MIN.
PORT SAINT LUCIE OFFICE
Q19.00 10250 SW VILLAGE PARKWAY
SUITE 201
Z PORT SAINT LUCIE, FL 34987
H. 18.00 PROP. 2" POLY DR-11 FORCE MAIN 19 772-3404990
19 772-462-2455
LL 77.00
LU
LL10 www.edc-ine.com
F.B.P.E.ERTIFICATE OF AUTHORIZATION 9935
TIFICATE OF AUTHORIZATION 8098
FORCE MAIN CROSSING
HAMMOND ROAD m r o
SCALE:'. _ 3� V IL W Z H W. mm W lU
r' rj W 0
O m0
W 0
O 16 5 0
23.00 INTERFERENCE POINT #6
PROVIDE 12" MINIMUM VERTICAL
22.00 CLEARANCE PROP. 2" POLY WATER
MAIN OVER PROP. 8" PVC GRAVITY
SEWER LATERAL.
PROP. GRADE VARIES
EL. 19.32 -19.77
Q 19.011
Q
Z
18.00
2.82 LL
> 17.00
LU
INTERFERENCE POINT #7
PROVIDE 12" MINIMUM VERTICAL
CLEARANCE PROP. 24" RCP
DRAINAGE PIPE OVER PROP. 8"
PVC GRAVITY SEWER MAIN.
GRADE EL. 19.401
J____________________
16.00 PROP. fi" GRAVITY SE LATENAL W 16,00 PROP. 24" RCP
INV. EL. 14.75
12" MIN.
15.00 PROP. 2" POLY _ 15.00
WATER SERVICE --- ----
14.00 14.00
12" MIN.
73.00 13.00
PROP. B" GRAVITY SEWER MAIN INV, EL. 12.1±
INTERFERENCE POINT #5 (TYP.) 200
SCALE: 1' = 3 H
1"=SV
INTERFERENCE P(a1NT #6
SCALE III
1"=3' V
m
N
O
8
U
U
U
W
W
J
J
N
N
a
a
M
ZaN
a
�
N
K
m
m
N
N
v
m
o
W
Z
O
HARRISON,
22EMATE OF
� al Olaz.�
4
B
PI
SI0
a
3
I
10250 SW VILLAGE PARKWAY, SUITE 201
PORT SAINT LUCIE, FL 34987
`h 772-462-2455 /
i) PADLOCKABLE NEMA 4X TYPE 31S55 DUPLEX ELECTRICAL CONTROL PANEL TO INCLUDEA9 A MINIMUM:
MAI WEMERGENCY TRANSFER SWITCH, EMERGENCY GENERATOR CONNECTION, PUMP CIRCUR BREAKER$,120V
DUPLFXGFCICONVENIENOE RECEPTACLE. MOTOR STARTERS WITH THERMAL OVERLOADPROTEGRON,
HAND-0FF-AUTO SWITCHES. RUN LIGHTS, NON-RESETTABLE ELAPSED TIME METERS, AGO OIL SEAT FAIL INCTI DION
FOR EACH PUMP, LIGHTNING ARRESTOR, SURGE ARRESTOR, PHASENOLTAGE MONITOR. OUPLEXALTERNATOR WITH MODE SELEC
12VDC BATTERY -BACKUP HIGH WATER ALARM LIGHT WITH HORN, SILENCE AND TEST, AND INTRINSICLLLYSAFE FLOAT CONTROL.
2) CONTROL PANEL TO BE MODEL NUMBER 4XSSN 2021-A7CDI EGILM02RSV AS MANUFACTURED BY HYDRO PUMPS, INC.
3) BOTTOM OF CONTROL PANEL TO BE MOUNTED ATIABOVE 100 YEAR FLOOD ELEVATION OFXX
4) TOP SLAB TO BE LOCATED AT/ABOVE THE 2SYEAR FLOOD ELEVATION OF X.XX
5)PAN EL TO MANUFACTURED AND LABELED IN ACCORDANCE WITH UL STANDARDS FOR SAFETY I& 690A
0) ELECTRICAL SYSTEMS AND COMPONENTS IN RAW WASTEWATER WET WELLS SHALL COMPLY WITH CURRENT NEC CODE REGOIRI
FOR CLASS i, DIVISION 1, GROUP D LOCATIONS. IN ADDITION, EQUIPMENT LOCATED IN THE WET WELLSHALL BE SUITABLE FOR USE
UNDER CORROSIVE CONDITIONS
EYE CONDUIT SEAL AWMINUM BASINCOVERWITH ALUMINUM VALVE VAULT COVER WITH
(TYP.OF 3) 24'X 3W HINGED ACCESS DOOR 24' X 38• HINGED ACCESS DOOR
AS MANUFACTURED BY AS MANUFACTURED BY
UEFFABRICATION USF FABRICATION
2-CONDUIT
(7YP. OF 3)
2' PVC VENT ASSEMBLY
TOP -1
DEVOE ^9'
W '
48•OIAMETE0. wmurpc
2'ADAPT-q-FIFX FIBERGLASSREINFORCED P1e"vuE
CONDUITFITTING WETWELL
(TYPICAL OF THREE)
INLET FITTING
FIELD TYPE 30155
srAll LIFTINGLIFTINGBV w0FLIERS CHAIN hV
INLETINVERT T 1--1 -
O TYPE 30455 GUIDE PIPE
0 PVC DISCHARGE PIPE
PUMP MODEL WGX20 SUBMERSIBLE
R PUMP RATED 2HF 230V, IPR B0HZ
0' DIAMETER IMPELLER
2.9 GPM 0 40 FTTH
SRAK125 LIFT-DUT
HBEROwsR BASIN REQUIRES
MINIMUM 4.7 YARDS OF CONCRETE B UAET
(6Y OTHERS)
PUMP STATION SECTION VIEW
MX,1
PUMP SCHEDULE
PUMP TYPE
I SUBMERSIBLE GRINDER
NUMBER OF PUMPS
2
FLOW RATE GPM
22.9
TOTAL HEAD FT
40
PUMP MANUFACTURER
MYERS
PUMP MODEL
WGX20-21-35
MOTOR HORSEPOWER
2
MOTOR SPEED
3450
VOLTAGE
230
PHASE
1
HZ
60
MOTOR FLA
12.5
GAS SCRUBBER MFR I
OH BIOFILTER
GAS SCRUBBER MODEL I
OHOG-2-ABS-COMM
36- FIBERGLASS
31"
1 36"
A
TOP ELEVATION
20.50
B
GRADE ELEVATION
20.25
C
INLET INVERT ELEVATION
11.95
D
ALARM FLOAT ELEVATION
11.95
E
LAG FLOAT ELEVATION
11.45
fflNAVD
F
LEAD FLOAT ELEVATION
10,95
G
OFFFLOAT ELEVATION
10.45
H
BOTTOM ELEVATION
8.50
J
INLET PIPE SIZE
81,
2-SCHBO PVC UNION
(TYPICAL OF THREE)
2-BRONZE SWING CHECK
VALVE (TYPICAL OF FACE
Y BRONZE GATE
VALVE (TYPICAL OF THREE)
2-SCHSO PVC PIPE
TYPICALTHROUGHOUT
Y SOHBO PVC ELBOW
(TYPICAL OF THREE)
2- SCHSO PVC GRUBS
(TYPICAL OF ONE)
1/2" SS BALL VALVE 6" PIPE NIPPLE
PRESSURE GUAGE
(0-100 PSI)
HYDRO PUMPS, INC. N
6512 NW 13TH COURT MAIN G
PLANTATION, FL 33313 DISCONNECT
TO BE
(954) 583-3303 PROVIDED
L1 BY OTHERS
DUPLEX SUBMERSIBLE LIFT STATION L2
FIBERGLASS WET WELL 8L VALVE VAULT
PUMP MAKE/MODEL: MYERS WGX20 N
LIFT -OUT MAKE/MODEL: MYERS SRAX125
PUMP STATION PLAN VIEW
IwT�su,[I
�-1 1/2" RPZ
BACKFLOW PREVENTER
/�6" PIPE NIPPLE
-� I-6 BE 1
GR 60AMP
240V, 1 PHASE, 60 HZ
L1 - 115V TO GROUND
WIRE COLOR CODE
(#,CLR)
0
- BLACK
1
- BROWN
2
- RED
3
- ORANGE
Btr"-) ( VM ) B2
33131 13
30
TO
CONTROL
a
0
12G VAC
ISM
(
34 36 A 37 3e 4I
NON -INTRINSICALLY
SAFE CIRCUITS
4 - YELLOW T1 T2 T3 T1 T2 T3 I' L61 INSTALLACCURIDANDE HAZARDOUS LOCATION
5- GREEN R W B R W B VITM ARTICLE 5" CLASS I GROUPS A,B,C,D
6 - BLUE OF THE NATIONAL
7 - PURPLE
ELECTRVI: CODE CLASS II GROUPS E,F,G
8 - GRAY M1 M2 + _ CLASS III
9 - WHITE 12 FLA 12 FLA 12VDC,
2 HP 2 HP nRCFR MAXIMUM CABLE LENGTH IS 1000 FT.
F51 FS2 FS3 FS4
Oe SWITCH CONTACT SHALL BE ANY NON -ENERGY
STORING DR GENERATING MECHANICAL SWITCH -
TYPE DEVICE CONTAINING NO CAPACITANCE OR
NOTE- ALL CONDUITS TO ENTER FROM BOTTOM ONLY I FAD AG HCFI INDUCTANCE.
ONLY OFF ON ON LEIVEL
USE COPPER CONDUCTORS RATED 601 IF RATED LESS THAN 100 AMPS) 75drgC IF RATED 100 AMPS OR MORE FLOAT FLOAT FLOAT FLOAT
TERMINAL TIGHTENING TORQUE REQUIREMENTS FOR FIELD WIRING TERMINALS ARE AS FOLLOWS- 35LB-IN FOR #18- 2 7 2 7
#10 AVG) 40LB-IN FOR #8 AVG) 45LB-IN FOR #6-#4 AVG) AND 50LE-IN FOR #3 AVG AND LARGER M PL3 E4 PL4
TERMINAL TIGHTENING TORQUE REQUIREMENTS FOR #18 AVG PU4 CONTROL CABLES AND FLOAT CABLES ARE 201 1 SFI 3 1 SF2 3 R
CAUTION - MULTIPLE POWER SOURCES ARE PROVIDE) WITHIN THIS CONTROL PANEL. MAIN AND EMERGENCY CIRCUIT
BREAKERS ARE MECHANICALLY INTERLOCKED TO PREVENT SIMULTANEOUS OPERATION. DISCONECT ALL g 6 8 g 6 8
POWER SOURCES BEFORE SERVICING.
WARNONG - USE OF THE FOLLOWING COMPONENTS IS DEPENDENT UPON THE ADDITIONAL PROTECTION AFF13RDED BY
THE GROUND FAULT CIRCUIT INTERRUPTER AND THE OVERCURRENT PROTECTIVE DEVICE PROVIDER 13 4
DO NOT REMOVE OR DEFEAT THESE PROTECTIVE COMPONENTS THE GROUND FAULT CIRCUIT INTERRUPTER
SHOULD BE CHECKED PERIODICALLY FOR PROPER OPERATION = _
P)fPTWPNT TRCMTTCTrATjm
DUPLEX RECEPTACLE PASS 6 SEYMOUR 1595TRWRW
ITZHYDRO PUMPS, INC. MISSIONARY FLIGHTS DATE: 5 7/18 REV: 0 HYDRO PUMPS, INC. MISSIONARY FLIGHTS DATE: 5/7/18 REV: 0 HYDRO PUMPS, INC.
6512 NW 13TH CT. DUPLEX PUMP CONTROL PANEL BY: JR CH: 6512 NW 13TH CT. DUPLEX PUMP CONTROL PANEL BY: JRR CH: 6512 NW 13TH CT.
PLANTATION, FL 4XSS/M-2021-A7CDIEGILMO2RSV DWG: APXX18 SHT: 1/4 PLANTATION, FL DWG: APXX18 SHT: 2/4 PLANTATION, FL
(954) 583-3303 (954) 583-3303 4XSS/M-2021-A7CDIEGILM02RSV
(954) 583-3303
WARNING TAPE
9
\
ENGINEERS 0 SURVEYORS
PORT SAINT LUCIE OFFICE
10250 SW VILLAGE PARKWAY
SUITE 201
PORT SAINT LUCIE, FL 34987
FM 772-3404990
T 772-462-2455
Y FLIGHTS I DATE: 5/7/18 REV: 0
CONTROL PANEL BY: JRR CH:
7r-n1FFan MnaRsv DWG: APXX18 SHT: 3/4
EXISTING GROUND 2"x2" STAKE
SEWER SERVICE CLEANOUT W O Q 1 1/2" LOCKING VALVE it=1'
Z O 0 -III -111- FINAL BACKFILL
<
J
m 'C
"
'C
• R -
FENCE
1 1/2 FIRE HOSE
THREAD W/CAP
r
oOf
-I
NIT
IIIIII
PI-
III
W.
M.
„-
®
TEE WITH
1/2"
/
-
3/4" HOSE BIBS
z
w
ICI
-I
I
II
G.
0 0 m
GR
O
0
®
GR
BUSHING
z ¢
-PIPE SUPPORT
N
--
if INITIAL BACKFILL
®
1 1/2" PIPE
I�
III-
®®
BRASS
N EQ
(TYP, SEE DETAIL)
"
"""
❑
%1
COVER
I
IT-������.
��.���
�I
a
O
xQ®A Mp®A
ii ii
HORN
a aR
® �®
❑
HORN
3
w
o3 )L4
TOT
®
® ®
®a
d-
N
��,.
�,. �\T�ii, >`
MIN.
11I
II
w
x
®
SILENCE
®
SILENCE
2" PVC PIPE SLEEVE
OR BOND BREAKER
TLL-III 1 t1l 11
1 IIIll
III II m II
III -I BEDDING
_ --
BACK PANEL
TRANSITION FITTING
DEAD FRONT s" MIN
IN LIGHTNING ARRESTOR MOUNTED ON BACKPANEL BEHIND BREAKER FRAME 1/2" BALL VALVE W/METER BOX SHALL
x SURGE ARRESTOR MOUNTED ON BACKPANEL BEHIND BREAKER FRAME BE LOCATED OUTSIDE CONC. AREA NOTES:
BILL OF MATERIALS \ TO METER LOCATED IN GREEN
BM/BE MAIN/EMERG BREAKERS EEEC TSM2003HH2AA AREA OUTSIDE FENCED AREA 1. BEDDING MATERIAL SHALL BE HAND PLACED IN 6" LIFTS AND SHALL CONSIST OF IN -SITU
BI/B2 PUMP BREAKERS SQUARE D GOU220 GRANULAR MATERIAL OR APPROVAL MATERIAL. UNSUITABLE IN -SITU MATERIALS SUCH AS
BC CONTROL BREAKER SQUARE D 000115 (3/8"
PE MUCK, DEBRIS AND ROCK SHALL BE REMOVED.
BR RECEPTACLE BREAKER SQUARE D QOU115 FENCE REC DUPLEX GFI RECEPTACLE PASS & SEYMOUR 1595TRWRW TD. STAINLESS STEEL 2. THE PIPE SHALL BE FULLY SUPPORTED FOR ITS ENTIRE LENGTH WITH APPROPRIATE
)K SA SURGE ARRESTOR SQUARE D SDSA3650 U-BOLT
VM VOLTAGE MONITOR DIVERSIFIED LOA-240-ALA WRAP PIPE WITH 1/4"
3. THE PIPE SHALL BE PLACED IN A DRY TRENCH.
GR GENERATOR RECEPTACLE APPLETON ADR6034RS S.S. UNISTRUT
RO DPDT RELAY, 120VAC IDEC RR2PUC120VAC 316 S.S. AT U-BOLTS
SI/S2 PUMP STARTERS TELEMECANIQUE LCID18G7 12"-18" 4. BACKFILL OTHER
SHALL BE DONE WITH APPROVED MATERIAL, CLEAN AND FREE OF ROCKS, MUCK
AND OTHER DELETERIOUS MATTER AND COMPACTED BENEATH THE HAUNCHES AS THE PIPE
OL1/2 THERMAL OVERLOAD RELAY TELEMECANIQUE LRD21 /4" CHAMFER POST BASE USING MECHANICAL TAMPERS To 100% MAXIMUM DENSITY As DETERMINED BY AASHTO T-99.
SC START CAPACITOR MYERS 23499C000
RC RUN CAPACITOR MYERS 23499C000 (ALL AROUND) 5. BACKFILL TO BE COMPACTED ALONG THE SIDES OF THE PIPE AND TO A POINT ONE FOOT
SR START RELAY MYERS 23499C000 ABOVE THE TOP OF THE PIPE TO 100% MAXIMUM DENSITY AS DETERMINED BY AASHTO
BATTERY CHARGER INGRAM FLC-2207 T_99
BATTERY INGRAM B1205AH 3/8" STAINLESS STEEL WEDGE
AL ALARM LIGHT, 12VDC INGRAM LRX-25 TYPE CONC. ANCHORS 6. A. WHERE PAVEMENT IS TO BE CONSTRUCTED OVER THE PIPE, THE REMAINING BACKFILL
HORN ALARM HORN, 12VDC INGRAM AH1224DBG PIPE SUPPORT DETAIL SHALL BE COMPACTED IN 6 INCH LAYERS AND COMPACTED TO 98% MAXIMUM DENSITY
TEST ALARM TEST CABLING FA6FA54-73 SILENCE CONTROL CONCEPTS AS DETERMINED BY AASHTO T-180
TE
RI DPDT RELAY, 12VDC IDEC R 0120A E TES: B. WHERE "NO" PAVEMENT IS TO BE CONSTRUCTED OVER THE PIPE, THE REMAINING FILL
ISM ISOLATION MODULE DIVERSIFIED IR2PUC CE SHALL BE COMPACTED IN 6 INCH LAYERS TO A DENSITY 95% MAXIMUM DENSITY AS
R2/3/4/5 DPDT RELAY, 120VAC IDEC RR2PUC120VAC 1. ALL ABOVE GRADE PIPING SHALL BE BRASS. FITTINGS SHALL BE BRONZE.
ALT ALTERNATOR DIVERSIFIED ARB120ABA DETERMINED BY AASHTO T-180.
SONS/2 HAND -OFF -AUTO SWITCH CONTROL CONCEPTS SS03 2. ALL JOINTS SHALL BE THREADED.
ETMI/2 ELAPSED TIME METER REDINGTON 711 7. CONTRACTOR SHALL COMPLY WITH ALL STATE AND LOCAL TRENCH SAFETY REGULATIONS
PL1/2 PILOT LIGHT CONTROL CONCEPTS FVLU120PLLGN 3. MIN. 24" CLEARANCE BETWEEN RPZ BACKFLOW PREVENTER AND CONTROL PANEL REQUIRED.
SFI/2 OIL SEAL FAIL RELAYS SYRELEC PNR110A 8. MINIMUM COVER: UP TO 8" PIPE IS 30" COVER; 10" TO 12" PIPE IS 36" COVER; 14" AND
PL3/4 OIL SEAL FAIL LIGHTS SELECTA SL53215-6-BG 4 THREADED AREAS of CORPORATION STOP AND OTHER FITTINGS SHALL BE SPIRAL WRAPPED LARGER PIPE IS 48" COVER.
ENC PANEL ENCLOSURE HAMMOND HW36301OSSHK WITH TWO WRAPS OF TEFLON TAPE.
ST. LUCIE COUNTY
HYDRO PUMPS, INC. MISSIONARY FLIGHTS DATE: 5/7/18 REV: 0 L WA5HDOWN HYDRANT ST. I UCTE COUNTY
6512 NW 13TH CT. BY: J CH: # WATER&WASTEWATER AT LIFT STATION } 1-T WATER&WASTEWATER TYPICAL TRENCH
DUPLEX PUMP CONTROL PANEL CONSTRUCTION
PLANTATION, FL 4XSS/M-2021-A7CDIEGILMO2RSV DWG: APXX18 SHT: 4/4 # , C.oNSTREET1oN DETAIL
(954) 583-3303 STANDARDS STANDARDSCONSTRUCTION
DATE MPRWED: MNUER M15 OPAWINC NUMBER: S-2 1 waummommmmmw RATE A"PINAM: DECEMOM 2015 URAwNUG NUMBER: G-S
2e
1m
SMH#4 �..�.�
SANITARY SEWER PROFILE SMH #4 - SMH #3
SCALE: 1"=30' H
V=3' V
SCREW
CAP W/
PLUG
RISES�
4' -45°
P.V.C.
ELBOW
P.V.C. CAP AT
� - C.L. OF RISER PIPE
-COVER MARKED "S"
MATCH EXIST. SURFACE
E
• #4 BAR CONT.
CONCRETE ALL AROUND
(3000 PSI MIN)
ACCESS BOX AND LID
ONE CUBIC YARD OF CONCRETE
ENCASEMENT. KEEP CLEAR FROM
HORIZONTAL PIPE
�45' P.V.C. WYE
C LOW POINT OF SWALE-� FIN.
\l GRADE
,t
� Z X
HOUSE
LATERAL
N
MIN. SLOPE _
TYPE
1/8"/FT. BEDDING PROPERTY LINE
(TYPICAL)-
-ANGLE VARIES (ROTATE WYE BRANCH 5"X6"x4"X4"
SEWER AND BEND AS REQUIRED) P.V.C. 'Y" FOR
MAIN --TYPE "B-2" WELL DOUBLE CONN.
COMPACTED SOIL BEDDING PROPERTY LINE
O WYE & CURVE (TYPICAL) CLEANOUT
SEINE
MAIN
MARKER BALL I
P.V.. WYE OR T-WYE - I
1 4" SINGLE CONNECTION
WATERTIGHT
P.V.C. STOPPER
W/ STAKE
L VARIES (TYPICAL)
ON TES• CLEANOUT
1. INVERT OF LATERAL TO BE 36" FROM FINISHED GRADE EXCEPT ON WATER 1. LINE SIDE
OF STREET R/W WHERE IT SHALL DROP TO 48" AS SOON AS DEPTH OF SEWER MAIN
PERMITS.
2. INSTALL MAGNETIC MARKERS AT THE END OF EACH SERVICE LINE OR OPPOSITE WYES AND
RECORD LOCATION,
S'1'. LUCIE IE COUNTY ST. LUCIE COUNTY
WATER i WASTEWATER SEWER SERVICE CLEANOUT SANITARY SEWER
WATER & WASTEWATER
COAS11;CN TION • LATERAL DETAIL
CONS'I'RtiCTION
SIANllARDS ST.IRDARDS
GATE MPROYEO: OECEMBEA 2015 DRAWING XV48FA: S-2 DATE MPBOVED: DECENBER 2015 ppAWINC HVNBER:
T/BANK NOTE:
20.00 - _ _ �EL. 20.0± CANAL ELEWS TAKEN FROM VELCON
GROUP, INC. SURVEY JOB No. 04-762
16DO \ \
\ T/BANK
17.00 \ EL. 17.2±�
16.00 \ /
Q \ /
Z \ /
5.00
\ /
D" \ BOTTOM CANAL EL. E� 14.1±
OPE
j 14.0D \ T/SLOPE VARIES 13.5 - 14.1
Ol EL. 13.5± --- ---
_ _ - - - -
LLl 13.00
11.00 48" MIN.
COVER PROPOSED 2" POLY
10.00 DR-11 FORCE MAIN
FORCE MAIN CANAL CROSSING DETAIL
SCALE: V = 1U H
1"= TV
NEMA4X STEEL
FUSED DISCONNECT
HIGH LEVEL ALARM LIGHT
VISIBLE FROM STREET
17
DISCONNECT HANDLE SHOULD
BE LOCATED AS SHOWN
STAINLESS STEELCONTROL
EL(SEE NOTE)
e-1
DISCONNECT
SCH 80 UV RESISTANT
VC CONDUIT AROUNDSIDE
OF PEDESTAL
CONDUIT SEAL OFFTO 8
PLACED WITHIN I8"OF
#B IN j"CONDUIT
FO
AELECTRICAL
ENCLOSURE
(SEENOTE#9(3-14"REQUIRED)
';' HOSE BIB
t
(BEE NOTE #2)
4X -24-L X 8"W X B"H
STAINLESS STEELWITH
ION BOX WITH TERMINAL
STRAPS
BACK PLATE
APPROVED MECHANICPL
!CONNECTORUVSCH
BO PVC
FINISH
SWEEP
4 m l TO WET WELL
J
TO POWER y TO PoWERR� (SEE NOTE#1)
SOURCE I SOURCE PROVIDE TEE 2" SEPARATE
I PROVIDE CONCRETE CONDUITS FOR MOTOR CABLES AND
II RED ESTAL W/#4 LIQUID LEVEL REGULATOR CABLES.
REAAR I2"O.0 BE.W. CONDUIT SHALL BE SCH W PVC.
- (SEE NOTE BE)
L------- -___I RODi IY COPPER GROUND
REAR VIEW 306 VB#
NOTES:
1. THE HORIZONTAL DISTANCE FROM THE FACE OF THE CONTROL PANEL TO THE EDGE OFTHE WET WELL SFWIBEAARNIMUM OF 6'.
2. A BACKFLOW PREVENTION ASSEMBLY AND WATER METER SHALL BE PROVIDED PER ST.LUCIE COMTY UfUPY DETAILS
U
3. -SEALED WITH CHICO COMPOUND. 1 (� 1 ('1
4. THE PEDESTAL, CONTROL PANELAND RELATED COMPONENTS SHALL D. NOTRE PAINTESLC PROJECT
5. THE SIZE OF THE PEDESTAL AND CONTROL PANEL SHALL BE SPECIFIED ON THE SHOP DMWENGS BY 1FE FAR
NUMBERS
DUPLEX GRINDER SYSTEM MNSP 420175121
CONTROL PANEL - PEDESTAL DETAIL RZ 420175120
'b www.edo-inc.com
F.B.P.E. CERTIFICATE OF AUTHORIZATION 9935
L.B. CERTIFICATE OF AUTHORIZATION 8098
J
o ¢ r
LL W LL Z N M J W W
K N d' Q pO J J O ,I N 0❑
W❑ ❑PTLL 0
� J �
Bb N
w It z 2
2 z w
00 O W Z
0
w z N
w w
O w K
w DO N
a
n W Z
z
B,
U
UU w UU
W
w 0
0 w
j
Q N
O Y Q
Q F" -I
J
0
W LL
w W i-
Z V "j
�-Z/T� Lu
x Z 1"
VI/ 7 O
2 J Q i'
TJ Z U)
U. O
L-6 O
Q Q V Z
W�/ �_z W 0
Z W rx W
O W 0J
co to
�C
ACEN' 0
3-4-1 j
R. F ARRISOtk LE.
# �OF ; Q�
LS _ cy
II
10250 SW VILLAGE PARKWAY, SUITE 201
PORT SAINT LUCIE, FL 34987
R 772-462-2455
16-129
11 OF 15
2" AIR RELEA`: E VALVE
VENTED ARV ENCLOSURE (BLUE FOR WATER
AND PANTONE PURPLE 522r FOR
RECLAIMED) (SEE NDTE ^! .. ,.....- -_--
Greenfor Sewer 2 RIPPLE
2 TEE -
7'x1" REDUCER
I" SHC}RT NIPPLE
I" CURB 5`F)P
2"0" NIPPLE
T-?LE CAST ' 3 "Ir4
. LE BOX
z
U
w �
J �.q t
� 2" BALL T- . `
J .I � i m.. WITH ELB
0
O
MIN 2%
x _ _
1 FACING PVC
ELBOW
RIGHT PRIVATE
SUBAQUEOUS MAIN
OF WAY POPERTY
., ww ...._._._._
1T17LT1Y CROSSING WARNING OTy
12" MIN
CROSSING SIGN AS REQUIRED caossRlc
BY DISTRICT ARV (AIR VALVE AND
COVER ENO
ARV (AIR VALVE VAULT NOT SHOWN
Vtf SCREEN
AND VAULT NOT FOR CLARITY)
I kiE`SH
SHOWN FOR E.M.S.
6" IN
CLARITY) MARKER
(TYPICAL) /
WATERWAY !�
\ DESIGN
.SECTION
SEE O 4 0" MIN
NOTE 5
� COVER
4" CIA HOLE
L
z
UNION.J.
FOOT #57 STONE
o
" 1
..
- -.- SADDLE TAP
MIN
•'�
\
❑
�
'-_ 2" ELBOW AND
m
2" CATE VALVE
TUBING
lIRON fS00Y, WJ (THREADED)
2" SQUARE NUT,-J
VARIES (SEE NOTE 1) 2" PIPE
NOTES::
1, OFFSET IISTANCE TO DE FIELD DETERMINED AND AS CLONE TO THE RIGHT OF WAY AS
FO5SIOLE AND CLEAR OF PEDESTRIAN WALKWAYS, IF PIPE AT RIGHT OF WAY LINE, NO
G'FFSEr REQUIRED.
1 ABOVE DETAIL %-'oLIES TO A 2" ARV FOR LARGER AR'V'S,PIPE DIAMETER SHALL BE
E.IUAL TO THE £:I'E CF THE ARV.
3. ALL •'F,I%i', r41F E,, AND APPURTENANCES TO BE BRASS OR 316 SS EXCEPT WHERE
Sr E(:IFIEP ^THE''?'NI`::E.
4. THE ENCL`.)SlIkE 'iE+IIT Mt T DE CAP,ARLE OF ALLOWING AT LEAST THE SAME AMOUNT OF
AIRFLO,'o AI;. THE VALVE.
ST LUCIE COUNTY VALVE AND BOX
WATER&WASTEWATER (POTABLE l RECLAIMED)
CONSTRUCTION
STANDARDS unEAS±mN.Eh BEeanwxnl. mwW1„DwugEµ G-18
SEE MANHOLE
NON -SHRINK GROUT FRAME AND
COVER DETAIL
FINISHED GRADE ASPHALT
6" MIN
1,2,3, OR 4'
LENGTHS AS
REQUIRED -
RAISED LETTERS (ST. LUCIE COUNTY
UTILITIES) 1" HIGH, FLUSH WITH TOP OF
COVER
CAST IRON FRAME AND
COVER U.S. FOUNDRY TYPE
227-AS OR APPROVED EQUAL-�
SEE
NOTE 5
RAISED LETTERS (2015) 1"
HIGH FLUSH WITH TOP OF
COVER UPDATE TO YEAR OF
VALVE
'L. SEE VALVE
SETTING
SEE NOTE 6 DETAIL' (TYP)
NOTES: (PLEASE REFER TO WRITTEN SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS)
1. IN SOME CASES AIR RELIEF VALVES MAY BE REQUIRED.
2. EXACT LOCATION AND NUMBER OF BLOWOFFS, VALVES, SIGNS, AND E.M.S. MARKERS TO BE
DETERMINED IN THE FIELD BY A DISTRICT INSPECTOR. -
3. IF WATERWAY IS NOT CUT TO THE DESIGN CROSS SECTION, THE 4'-0" MINIMUM COVER
SHALL APPLY TO THE DEEPER SECTION, WHETHER EXISTING OR DESIGN.
4. ISOLATION VALVES MAY BE DELETED ON SOME FORCE MAIN INSTALLATIONS. ENGINEER OF
RECORD SHALL OBTAIN WRITTEN PERMISSION FROM DISTRICT TO DELETE PLUG VALVES.
5. PIPE SHALL BE RESTRAINED FOR A MINIMUM DISTANCE OF 60' FROM EACH TOP
DEFLECTION. SEE "PIPE RESTRAINT TABLE" DETAIL FOR ADDITIONAL RESTRAINT DISTANCES.
6. WHEN THIS DISTANCE EXCEEDS ONE LENGTH OF PIPE THIS DETAIL DOES NOT APPLY AND
CLASS 56 DUCTILE IRON BALL & SOCKET PIPE SHALL. BE USED FROM VALVE TO VALVE.
DEFLECTION OF BALL & SOCKET PIPE NOT TO EXCEED 15'
7. FOR WATER MAINS 1" PERMANENT TAPS SHALL BE PROVIDED ON BOTH SIDES OF THE
ISOLATION VALVE CLOSEST TO THE SUPPLY SOURCE. 1" POLYETHYLENE TUBING AND CORP
STOP SHALL BE EXTENDED FROM EACH TAP TO AN APPROVED METER BOX.
ST. LUCIE COUNTY SUBAQUEOUS CROSSING
WATER &WASTEWATER
CONSTRUCTION
STANDARDS
a>f sa"m2D: DEcwSm ems 1 oruwmD NuueED: G-21
PRECAST ADJUSTING FINISHED PAVEMENT
RINGS (6" MIN TO 12"
' 2'-0" MAX.) VARIABLE ADJUSTMENT
0 _0 CONCRETE
PRECAST REINFORCED CONCRETE ADJUSTMENT
CONCRETE SECTION (KEYED RINGS
I I TO LOWER WALL)
B" MIN
8"
4'-0"
MIN
°
6"
MIN
d
d
STANDARD PRECAST FLAT TOP
TSEE MANHOLE /LIFT STATION w/ ECCENTRIC OPENING
SEGMENT JOINT SEALANT 8"
JOINT SEALANT DETAIL
GROUT (SEE INVERT FLOW PRECAST GONG MANHOLE
CHANNEL DETAIL) GROUT (SEE INVERT
/PRECAST BASE SECTION FLOW CHANNEL DETAIL)
6" MIN 6
d _
12" OF COMPACTED
NO 57 STONE
NOTES:
1. MANHOLES SHALL BE DESIGNED IN ACCORDANCE WITH ASTM C478.
2. CONNECTIONS AND GROUTING IN MANHOLE NOT SHOWN. SEE DRAWINGS FOR PIPE SIZE,
LOCATIONS AND INVERTS.
3. PAINT OUTSIDE OF MANHOLE WITH TWO COATS OF COAL TAR EPDXY
(BITUMASTIC 50)
4. LINE INSIDE OF MANHOLE WITH AN APPROVED LINING MATERIAL.
5. ALL PIPE PENETRATIONS SHALL BE PRECAST.
ST. LUCIE COUNTY
WATER &'W'ASTEWATER
CONSTRUCTION
STANDARDS
-0" DIAl
4'-0" MIN
MANHOLE FRAME
(ER DETAIL
J-SHRINK GROUT
(SHED GRADE
6" MIN
z
m
N
SEE MANHOLE/
81, SEGMENT JOINT
N SEALANT DETAIL
w
>
6" MIN
8" MIN
12" OF COMPACTED
NO. 57 STONE
NOTES:
1. MANHOLES SHALL BE DESIGNED IN ACCORDANCE WITH ASTM C478.
2. CONNECTIONS AND GROUTING IN MANHOLE NOT SHOWN. SEE DRAWINGS FOR PIPE SIZE,
LOCATIONS AND INVERTS.
3. PAINT OUTSIDE OF MANHOLE WITH TWO COATS OF COAL TAR EPDXY
(BITUMASTIC 50)
4. LINE INSIDE OF MANHOLE WITH AN APPROVED LINING MATERIAL.
5. ALL PIPE PENETRATIONS SHALL BE PRECAST.
6. THIS TYPE OF MANHOLE SHALL BE LIMITED TO DEPTHS OF 6 FEET.
1R4L.
FRAME AND COVER SHALL
BE MACHINED OR
GROUND TO SEAT FIRMLY
AND PREVENT ROCKING
RING
RAISED LETTERS
1 (SANITARY SEWER) 1" HIGH
FLUSH WITH TOP OF
COVER
"GREASE TRAP" OR �i AROUND CLEANVOUT
TINTERCEPTCOVER OR" TO
2 T
II \
II
TOP VIEW
SEE SEWER CLEANOUT
d 24" DUCTILE IRON CONCRETE 24' 8 II�DETAIL (TYPICAL)
ND HINGED COVER RINGS ADJUSTING
( NP')1
INLET L
(2) NON PENETRATING
PICK HOLES 2-WAY
REQUIRED CLEANOUT
(TYP)
GROUT GROUT 4" MIN. INLET
PIPING
1. MINIMUM WEIGHTS: COVER - 190 LES., FRAME - 220 LES.
2. FRAME AND COVER SHALL BE U.S. FOUNDRY 227-AS OR APPROVED EQUAL.
3. MANHOLE COVER SHALL HAVE THE WORDS "ST. LUCIE COUNTY UTILITIES" "SANITARY SEWER"
AND THE YEAR OF THE CASTING CAST IN METAL. LETTERING SHALL BE 1" HIGH AND FLUSH
W/ TOP OF COVER.
4. MANHOLE COVER SHALL MEET H-20 TRAFFIC LOADING.
ST. LUCIE COUNTY MANHOLE FRAME AND
WATER & WASTEWATER COVER
CONSTRUCTION
STANDARDS
OPIE MPNOVFD: DECP@EA 3013 dNMNG NWBER:
HOLE
CORE GROUT
COUPL NGILWITH NNON-SHRINK IN
GROUT
BOWL
TWO STAINLESS STEEL SUPPORTS
t4-jrPVC
AND FASTENERS AT 4'-0" MAX
SPACING (2 MIN)
45' BEND
NOTES:
1. ALL DETAILS AND SPECIFICATIONS FOR STANDARD MANHOLES ARE APPLICABLE EXCEPT FOR
REFERENCES TO DROP ASSEMBLY AND COATINGS.
2. THE PRECAST BASE SHALL EXTEND FULLY UNDER THE DROP ASSEMBLY.
3. DROP CONNECTIONS SHALL BE REQUIRED WHENEVER AN INFLUENT INVERT IS LOCATED 2.0
FEET OR MORE ABOVE THE MAIN INVERT CHANNEL. DROP CONNECTIONS SHOULD NOT BE
DESIGNED FOR LESS THAN A 24-INCH DROP.
4. SOLVENT TYPE JOINT P.V.C. FITTINGS MAY BE UTILIZED IN THE DROP ASSEMBLY ONLY.
TRAFFIC T
RATED `WATER
LID LEVEL
8"_ 18„
MIN,
4" MIN. OUTLET PIPING
STAINLESS STEEL BRACES,
BRACKETS, NUTS AND
BOLTS, OR PVC
6" MIN. 1 COMPANION FLANGE
( PECA) D S.S. BOLTS
6". MIN: 6" MIN.. 6" MIN.
D
6yYyRHQI
NOTES:
1. GREASE TRAPS (SEPTIC TANKS) SHALL BE MANUFACTURED BY FLORIDA SEPTIC
INC., SEBRING SEPTIC, AVERE17 SEPTIC, OR APPROVED EQUAL STATEMENT:
"THIS CONCRETE STRUCTURE MEETS OR EXCEEDS ALL THE REQUIREMENTS FOR
GREASE INTERCEPTORS/SEPTIC TANKS AS IN THE FLORIDA ADMINISTRATIVE CODE,
CHAPTERS64E-6.0138D & THE SHOP DRAWINGS (3 COPIES MINIMUM) SHALL
THEN BE SIGNED AND SEALED BY THE ENGINEER -OF -RECORD AND
FORWARDED TO THE DISTRICT FOR APPROVAL."
2. ALL INTERNAL COMPONENTS WILL BE CONSTRUCTED BY GREASE TRAP INSTALLER.
3. TANK. INSPECTIONS WILL OCCUR WITH TANK ABOVE GROUND.
4. BAFFLE SHALL BE INSTALLED 1/2 (ONE HALF) TO 2/3 (TWO THIRDS) 'D'.
S. MEETS H2O LOAD REQUIREMENTS.
^Bv ST. LUCIE COUNTY DOUBLE -COMPARTMENT
WATER & WASTEWATER GREASE TRAP 81 OIL SEPARATOR
° CONSTRUCTION
STANDARDS
DnR ,wRRwm: DEcwew ems DDnwina uuMBBe $-
\-PLUGGED DRAIN
NOTES:
1. RAIN GUARDS SHALL BE INSTALLED ON ALL MANHOLES, REQUIRED BY THE DISTRICT
ST. LUCIE COUNTY FLAT TOP PRECAST .� ......., _ .. ST. LUCIE COUNTY INSIDE DROP
STANDARD PRECAST - - - - ST. LUCIE COUNTY
WATER&WASTEWATER MANHOLE DETAIL Av' WATER&WASTEWATER WATER & WASTEWATER
MANHOLE DETAIL
CONSTRUCTION FOR SHALLOW MANHOLES CONSTRUCTION MANHOLE
so I
• CONSTRUCTION
STANDARDS STANDARDS STANDARDS
I RMNE DOE.. t016 CPI.NNG MWBfN: $-5 W1E MIWM'ID, DECEMCEP .15 W MG NUMBED: S-6 MiE MPHOVED: ME.- -13 DMWIND NUMBER: $-9
suu m
SMH#2
ALL VALVES SHALL HAVE
CONTINUOUS TRACE WIRE
INSTALLED UNDER A BOLT FINISH GRADE
AS FOLLOWS: FIRST LOOSEN 9.1 �i�yK'(�`l
BOLT, THEN STRIP 3" MIN., PUT WIRE UNDER BOLT `%4 '
WRAP ONCE AROUND BOLT, (SEE DETAIL ABOVE)
1 TWIST, 2 WRAPS.
"DO NOT CUT WIRE" CONTINUOUS #10 THWN
TIGHTEN BOLT AFTER MULTI STRAND TRACE
WRAPPING TRACE WIRE WIRE
AROUND THE BOLT.
HALF HITCH HALF HITCH ON
BEHIND EACH EACH SIDE OF
BELL ALL VALVES -
GRADE
#10 THWN MULTI STRAND
CONDUCTOR COPPER TRAC
WIRE
BRANCH SPLICE AT ALL TEES
FIRE HYDRANTS & SERVICE
TAPS
HALF HITCH AT ALL SERVICE
TAPS & EACH END OF ALL
t - FITTINGS
rr ram
U
NOTES:
1. TRACE WIRE IS REQUIRED ON. ALL PIPE AS NOTED BY DISTRICT AND THE
ENGINEER, AND SHOWN IN STANDARD DETAILS,
2. INCLUDE ALL COST OF MATERIAL & LABOR IN PRICE OF PIPE.
3. CONTRACTOR IS RESPONSIBLE FOR CONTINUITY OF ALL. TRACE WIRE TO TEST
DURING START UP IN THE PRESENCE OF THE DISTRICT.
WASTEWATER RAIN ' _ m+ "" ST. LUCIE COUNTY TRACE WIRE
WATER &WASTEWATER
GUARD DETAIL • DETAIL
CONSTRUCTION
STANDARDS
enn.ee" en.a ne.e.. uuuem C-A MiE .VGRWEO: MEMM 2015 OR,WING NNMBEB:
SMH #1
STA: 6+78.07, 20.00 L
o
n �JTOP EL V10.33
TOP EL. 20.03
21.00
TOP EL. 19.65
>�--
20.00
18.00
17.00
_ ...-..._.y
236 LF. a PVC
16.00
�.
...-_....._ ...
@9.0 @0.40%(MINI
.......
......
.ems ...........
INV. EL. 15.
15.00
30
_
,�. 326 L.F. 8' PVC0.40%
(MIN.)..,.
@1 19: (MIN.)
W INV.
14.00
W INV. E INV. -
13.00
.� �_._.___..-__w.....
Er.
12.00
71E
.12.30 EL. 12.30
11.00
IN INV. �..
••;.-_.-.
o�nn
9+M
- Minn
9+00
6+00 7+00 __.._.__ 6+UU o+vo
SANITARY SEWER PROFILE SMH #3 - SMH #1
SCALE: 1"=30' H
1„=3, V
SLC PROJECT
NUMBERS
MNSP 420175121
RZ 420175120
,1
ENGINEERS 0 SURVEYORS
PORT SAINT LUCIE OFFICE
10250 SW VILLAGE PARKWAY
SUITE 201
PORT SAINT LUCIE, FL 34987
9 772340-4990
9 772-462-2455
-'0 www.edc-inc.com
F.B P E CERTIFICATE OF AUTHORIZATION 9935
L B CERTIFICATE OF AUTHORIZATION 8098
N
m
m
0;J
w
o
5
w
O
D
K
EZ-7
K
Q'
21
❑
w
Fj
0
0
J
�r
QV/
��qq
Z
O
J
Q
o
c{
a
a
W
Q
LL
W
L
P '
V
LL
r
z
ui
V
z
z
J
O
L
PP qq
V
z
a
w
W
0
®
W
J
vv /Iv
�E.
I
pLji
�
�ll-i10ENz• S'n i�
�C`y® ATE OF \,
L �
/I -
10250 SW VILLAGE PARKWAY, SUITE 201
PORT SAINT LUCIE, FL 34987
`M 772-462.2455
16-129
12 OF 15
FORT PIERCE UTILITIES AUTHORITY
FORT PIERCE UTILITIES AUTHORITY
WATER DISTRIBUTION NOTES
WATER DISTRIBUTION NOTES
CONTINUED
16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING EXISRNG UTILITIES AND DRAINAGE.
1. ALL CONSTRUCTION MATERIAL, INSTALLATION AND TESTING SHALL CONFORM TO THE STANDARD
17. THE CONTRACTOR SHALL FURNISH RECORD DRAWING INFORMATION TO THE ENGINEER INCLUDING
SPECIFICATIONS OF THE FORT PIERCE UTILITIES AUTHORITY.
LOCATIONS OF VALVES, FITTINGS, SERVICE CONNECTIONS, BLOWOFF$ AIR RELEASE VALVES, AND ANY OTHER
2. WATER MAINS WHERE SPECIFIED AS POLYVINYL CHLORIDE (PVC) SHALL CONFORM TO AWWA C-900 OR C-905,
PVC
PERTINENT INFORMATION NECESSARY TO LOCATE ITEMS CONSTRUCTED UNDER THIS PROJECT, AS REQUIRED
PRESSURE CLASS150 1 WATER MAINS E SPECIFIED CONFORM TO
POLYETHYLENE
EPIPESCLASS
BY THE URLITIES ENGINEER.
1
AWWA C-907 OR C-906, STANDARD CODE DESIGNATION PE3408, 2�00 RATIO (OR) 77
,
18. THE CONTRACTOR SHALL TAP EXISTING LINES UNDER THE OF THE FORT PIERCE UTILITIES
FOR DIRECT BURY, (DR) 11 FOR DIRECTIONAL BORING, AND (OR) 9 FOR 2 INCH AND SMALLER PIPELINES.
AUTHORITY ONLY AFTER TESTING AND DISINFECTION HAS BEEN COMPLETED AND APPROVED ON THE
BEEN COMPLETED
3. WATER MAIN, WHERE SPECIFIED AS DUCTILE IRON PIPE , SHALL CONFORM TO ANS//AWWA C1511A2L51
V
TAPPING VALVE AND SLEEVE.
AND SHALL BE PRESSURE CLASS 250 (MINIMUM).
19, WATER MAIN SHALL BE MARKED BY THE USE OF CONTINUOUS 10 GAUGE THHN MULTI STRANDED WIRE (BLUE
4. POLYVINYL CHLORIDE WATER MAIN SHALL BE BLUE IN COLOR OR WHITE IN COLOR WITH BLUE STRIPES.
IN COLOR) AND IDENTIFCATION TAPE WITH 'WATER" MARKED ON TAPE, PERMANENTLY ATTACHED TO THE 70P
THE USE OF IOENTIFK47I0N TAPE ATTACHED TO THE TOP OF THE PIPE MAY BE USED IN LIEU OF MARKING
OF THE WATER MAIN IN ACCORDANCE WITH THE FORT PIERCE U77LITES AUTHORITY SPECIFICATIONS.
Z
ON THE PIPE, ALSO DIP PIPE SHALL REQUIRE THE USE OF IDENTIFICATION TAPE
20. SERVICE TAPS SHALL BE PLACED APPROXIMATELY TEN FEET AWAY FROM GATE VALVES, AS SHOWN, FOR
Q
AND THHN WIRE
TESTING. FOLLOWING TESTING AND STERILIZATION OF WATER LINE CONTRACTOR SHALL PLACE A BRASS PLUG
w
5. FITTINGS SHALL BE DUC77LE IRON CONFORMING TO ANSI/AWWA C-110/A21.10, CLASS 250 MIN., CEMENT LINED
IN CORPORATION STOPS AND CURB STOPS SHALL BE REMOVED FROM TESTING LOCATIONS.
AND FACTORY COATED
21. MECHANICAL RESTRAINTS TO BE USED ON ALL FITTINGS AND PLACED IN ACCORDANCE WITH
6. DATE VALVES SHALL BE MUELLER RESILIENT SEAT, KENNDY KEN -SEAL, AMERICAN OR APPROVED
MANUFACTURER'S OR ENGINEER'S RECOMMENDATIONS (WHICHEVER IS MORE STRINGENT)
EQUAL. VALVES SHALL CONFORM TO AWWA C-509.
AND FPUA REQUIREMENTS.
J
7. WATER LINES SHALL BE LED AND COMPACTED ACCORDANCE WITH FPUA DESIGN AND
22. ALL MAINS SHALL BE REINED A MINIMUM OF 150 PSI. TESTING METHODS SHALL CONFORM TO
CONSTRUCTION STANDARDS.S. THE THE CONTRACTOR SHALL SUBMIT TESTS CERTIFIED DENSITY TESTS AS REQUIRED BY
AWWA C-600. - 2 HR MINIMUM TEST
J
FPUA ENGINEERING AND THE CITY, COUNTY, FOOT IN CASES WHERE PAVED AREAS
0
FALL WITHIN THE JURISDICTION OF LOCAL OR STATE AGENCIES, THE COMPACTION REQUIREMENTS SHALL NOT BE
AE 1/2
LESS THAN THE MINIMUM REQUIRED BY THE APPROPRIATE RESPONSIBLE AGENCY.
L= 14848, 000
~
3
8. NO FIELD CHANGES OR DEVIATIONS FROM THE DESIGN SHALL BE MADE WITHOUT PRIOR APPROVAL OF THE
L- LEAKAGE IN GPH
FPUA ENGINEER AND CITY/COUNTY/EDOT ENGINEER.
S- LENGTH OF PIPE IN FEET
W
m
9. THE CONTRACTOR SHALL NOTIFY FPUA ENGINEERING AND CITY/COUNTY/FDOT ENGINEERING 48 HOURS PRIOR TO
D= PIPE DIAMETER IN INCHES
COMMENCING CONSTRUCTION.
P= TESTING PRESSURE IN PSI
x
❑
P - C TH 10. A RE CONSTRUCTION
ENE BETWEEN E ENGINEER THE CONTRACTOR FP AND CITY UA,
/
3. PRIOR TO T 1
2 PRO ANY TESTING, ALL M4 NS 6" IN OVA. AND LARGER SHALL HAVE A SWAB PASSED
U
COUNTY 0T ENGINEER SHALL BE MANDATORY PRIOR TO COMMENCEMENT OF CONSTRUCTION.
SHALL
THRU THE ENTIRE LENGTH THE LINE NOTE SWAB SHOULD BE PLACED IN JOINT NEW LINE.
Z
END OF MAIN SHOULD "T 45% AND EXTENDED
'TURNED BBB
THAT SWABBING AND A FULL BORE
A
11. TRAFFIC CONTROL BARRICADES ETC. SHALL BE IN ACCORDANCE WITH THE FLORIDA DEPARTMENT OF
FLUSH CAN BE ACCOMPLISHED. -O F LA
LI CAN THEN BE PLACED. WHERE LINES BRANCH, SWABS
0
OF TRANSPORTATION STANDARDS AND APPROVED BY THE CITY ENGINEER.
ES AND SASSY
WILL BE PLACED IN BRANCH LINES AND SEQUENTIALLY SWABBED AND FLUSHED.
}
12. MINIMUM COVER SHALL BE J6 INCHES EXCEPT AS APPROVED BY THE UTILITIES ENGINEER AND CITY/
24. A MINIMUM SIX FEET AND PREFERABLY TEN FEET HORIZONTAL SEPARATION SHALL BE MAIINTANED
m
COUNTY/FOOT ENGINEER. PIPES WITH COVER LESS THAN 30 INCHES SHALL BE CONSTRUCTED OF DUCTILE IRON
BETWEEN THE WATER MAIN AND ANY WASTEWATER LINES. 6 INCHES MINIMUM VERTICAL SEPARATION
Z
OR IN PVC CASING.
IF WATER MAIN IS OVER WASTEWATER AND 12 INCHES IF WATER MAIN IS UNDER SHALL BE
MAINTAINED BETWEEN THE WATER MAIN AND ANY WASTWATER LINES. THE DISTANCE SHALL BE
d
13. DISTURBED AREAS SHALL BE RESTORED IN CONFORMANCE WITH THE APPLICABLE GOVERNING AGENCY
MEASURED FROM OUTSIDE OF PIPE TO OUTSIDE OF PIPE OR STRUCTURE. WHERE THIS MINIMUM
p
REQUIREMENTS.
SEPARATION CANNOT BE MAINTAINED, THE CROSSING SHALL BE ARRANGED SO THAT THE
Cl.
WASTEWATER PIPE JOINTS AND THE WATER MAIN PIPE JOINTS ARE EQUIDISTANT FROM THE POINT
14. EXISTING UTILITIES AND DRAINAGE SHALL BE FIELD VERIFIED PRIOR TO CONSTRUCTION AND PROTECTED BY
OF CROSSING. AND THE WATER MAIN SHALL BE CONSTRUCTED OF DUCTILE IRON PIPE (DIP) AT
❑
THE CONTRACTOR.
THE CROSSING. SUFFICIENT LENGH7S OF DIP MUST BE USED TO PROVIDE A MINIMUM SEPARATION
Q
OF 10 FEET BETWEEN ANY TWO JOINTS. ALL JOINTS ON THE WATER MAIN WITHIN 20 FEET OF THE
Z
15. WATER MAINS SHALL BE TESTED AND DISINFECTED IN ACCORDANCE WITH THE APPLICABLE FLORIDA
CROSSING MUST BE MECHANICALLY RESTRAINED, A MINIMUM VERTICAL CLEARANCE OF 6 INCHES
0
DEPARTMENT OF ENVIRONMENTAL PROTECTION AND AWWA C-651 FOR DISINFECTION.
MUST BE MAINTAINED A7 ALL CROSSINGS.
25. WHERE A WATER MAIN IS TO BE INSTALLED BELOW A STORM DRAIN PIPE, A MINIMUM OF 6 INCHES OF
K
VERTICAL CLEARANCE BETWEEN PIPES SHALL BE CONSTRUCTED OF DIP AT THE CROSSING, AND SHALL
p
BE MECHANICALLY RESTRAINED WITHIN 20 FEET OF THE CROSSING.
I=-
26. CONTRACTOR SHALL COMPLY WITH FLORIDA TRENCH SAFETY ACT REQUIREMENTS.
fy
a
m
a
a
3
F-
U
3
0
0
Z
U
0
DRYCON DIRECT BURY
LUG BY KING
INNOVATIONS
FINISH GRADE TYLER/UNION
/12T-147510
CONTINUOUS J10 THHN
MULTI STRAND
TRACE WIRE
HALF HITCH HALF HITCH ON
BEHIND EACH EACH SIDE
BELL
FINISH GRADE
BRANCH SPLICE AT ALL TEES
FIRE HYDRANTS & SERVICE TAPS
HALF HITCH AT ALL SERVICE TAPS
NOTES: r
1) TRACE WIRE IS REQUIRED ON ALL PIPE AS NOTED BY UTILITIES ENGINEER
AND SHOWN IN STANDARD DETAILS.
2) INCLUDE ALL COST OF MATERIAL & TABOR IN PRICE OF PIPE.
3) CONTRACTOR IS RESPONSIBLE FOR CONTINUITY OF ALL TRACE WIRE.
TRACE WIRE
(N.T.S)
24"X24' SQUARE PAD X 4' THICK
CONCRETE COLLAR /N UNPAVED
AREAS W/REINFORCED CONCRETE
MESH
6' PVC-900 PIPE
24 x24" SQUARE PAD X 8' THICK
CONCRETE COLLAR W/ 4 /4
RE84R 3' FROM EDGE OF PAD
F7N/SHED
MAXIMUM TRENCH MOTH -I
GRADE
2 x PIPE DEPTH + W
2
�2
PUCE AND COMPACT
PER SPEC/FlCATION 42
U
O
UC
W o4
'Z
PIPE M.
MAX. WIDTH
12
MAX MAX.
INVERT
112 PIPE "O.D."
HAND PLACED
LOWER QUADRANT TO BE
SELECT MATERIAL
SHAPED TO RECEIVE PIPE
BELL AND BARREL
NOTES•'
1) THE CONTRACTOR SHALL COMPLY WITH REQUIREMENTS OF THE FLORIDA TRENCH
SAFETY ACT.
2 INITIAL 94CKFl SHALL B HAND PLACED TO 12" ABOVE THE PIPE. BACKFILL
LL HA E D C
SHALL BE MECHANICALLY TAMPED TO A MINIMUM OF 100% OF MAX. DENSITY AS
DETERMINED BY AASHTO METHOD T-99.
2 112" P.Y.C. SON. 80 CAP W/ 3/4'
OUTLET OR APPROVED EQUAL
3/4' P.V.C. SCH. 40
e�� OR COPPER
RESILIENT SEAT
FIRE HYDRANT
6" MJ GATE VALVE
VALV c
ANCHOR TEE NON -RISING STEM VALVE �
VARIES 7
PROPOSED FINISHED
GRADE
4 1/2- PUMPER NOZZLE
FACING ACCESS APPROVED TRAFFIC TYPE HYDRANT
AND (2) 2 1/2' WITH 5 1/4' OR 6' VALVE OPENING
HOSE NOZZLES
BACTERIOLOGICAL SAMPLING POINT ® FIRE HYDRANT
GROUND OR PAVEMENT YA" NEOPRENE RUBBER (N.T.S.)SURFACE AROUND HYDRANT OO
SET BURY LINE TO
BLUE R.P.M. FINISHED GRADE 2'x 4" TEMPORARY MARKER
(PAINTED BLUE)
HALVE BOX (SEE DETAIL) _ LLl/
-- Z
RESILIENT SEAT
6" GATE VALVE e \ FORD CURB STOP
NON -RISING STEM CIAIICUFn Y PAnC
`--i- UNDISTURBED
6' C-900 P.V.C. PIP SOIL
wD/SN BED i CY OF PEA ROCK (MIN)
SOIL
6" W ANCHOR TEE
NOTES:
1. HYDRANT SHALL BE INSTALLED PLUMB & TRUE. 7. ENTIRE ASSEMBLY TO BE MECHANICALLY RESTRAINED.
2. HYDRANT SHALL BE PAINTED CARNIVAL RED B. BLUE LOCATOR SHALL BE PLACED IN CENTER OF TRAVEL
FROM FACTORY. LANE CLOSEST TO HYDRANT.
J. HEEL TO REST IN UNDISTURBED SOIL. 9. ALL HYDRANT VALVE BOX COVERS SHALL BE PAINTED
4. THE ONLY HYDRANTS ACCEPTABLE ARE CARNIVAL RED.
KENNEDY GUARDIAN, MUELLER CENTURION, 10. LOCATE WIRE SHALL TERMINATE AT HYDRANT
& AMERICAN AVK, CLOW OR APPROVED EQUAL. ISOLATION VALVE
5. HYDRANT ASSEMBLY MUST BE RESTRAINED 11. HYDRANTS SHALL BE NO MORE THAN FIFTEEN FEET
TO TEE. (15 FT.) FROM THE CURB OF ROADWAYS OR FROM THE
6. ALL FITTINGS SHALL BE MECHANICAL JOINT EDGE OF PAVEMENT CLEARANCES OF SEVEN AND ONE
HALF FEET (7FT-61N) IN FRONT OF AND TO THE SIDES
OF THE FIRE HYDRANTS, WITH FOUR FOOT (4 FT)
CLEARANCE TO THE REAR OF HYDRANTS SHALL BE
MAINTAINED.
TYPICAL FIRE HYDRANT ASSEMBLY
(N.T.S.)
�4�, PIES TYPICAL FIRE HYDRANT ASSEMBLY W-5
Nm. II04SION I BNI MPOr WATER ASIEWATER ENGINEERING
DESIGNED: GOMPUIEP Tx
Dxtl FT. PIERCE UTILITIES AUTHORITY
OPAWN BY: SCALE:
N.TS
A MPROVID: OA2: SHEET
JIG 1010 I OF I
i' POLYETHYLENE
SERVICE LINE
CORPORATION STOP
FORD F1102 OR APPROVED EQUAL
STAINLESS STEEL DOUBLE STRAP
SERVICE SADDLE WITH I.P.T.
BACTERIOLOGICAL SAMPLING POINT ® WATER MAIN
(N.T.S.)
0 E
AFTER TESTING REMOVE 1' P.E. LINE AND CAP WITH BRASS
PLUG AT CORPORATION STOP.
FINISH GRADE
SEE NOTE N0. 5
72"
INITIAL BACKFILL
HAUNCHINC
B
U6NEMD D
REO
FOUNDATION
(MAY NOT BE
REQUIRED)
BACKFILLING REQUIREMENTS
N.T.S.
NOTES:
i IN CERTAIN SOIL CONDITIONS A FOUNDATION MAY BE REQUIRED.
2 BEDDING IS REQUIRED PRIMARILY TO BRING BOTTOM UP TO GRADE. 0 A NI THE TRENCH
BEDDING MATERIALS SHALL PROVIDE A UNIFORM AND ADEQUATE LONGITUDINAL
SUPPORT UNDER THE PIPE.
3) MUNCHING MATERIAL SHALL BE HAND PLACED TO THE SPRINGLINE OF THE PIPE.
MATERIAL SHALL BE CONSOLIDATED UNDER THE PIPE AND HAND TAMPED TO PROVIDE
ADEQUATE SIDE SUPPORT.
4) INITIAL BACKFILL MATERIAL SHALL BE HAND PLACED TO 12" ABOVE THE TOP OF
PIPE THE SOIL SHALL BE COMPACTED TO 100% MAX. DENStTY,(AASHTO T-99)
5) BACKFILL SHALL BE COMPACTED 70 100% OF MAX DENSITY AS PER AASHTO T-99,
TO A POINT JO" BELOW PROPOSED PROFILE GRADE OR EXISTING GRADE THE FINAL
30' OF BACKFILL SHALL BE COMPACTED TO 98% OF MAX. DENSITY AS PER AASHTO
T-180.
6) DENSITY TEST SHALL BE PERFORMED AT AREAS DETERMINED BY THE U77U77ES
ENGINEER OR PERMIT AGENCY HAVING JURISDICTION, AT THE CONTRACTORS EXPENSE.
7) CONTRACTOR TO COMPLY WITH ALL FEDERAL, STATE AND LOCAL TRENCH SAFETY
REGULATIONS.
TEE FOR
WATER
6' NIPPLE
90' ELBOW--__�G
2" LOCKABLE- I
TEST
NIPPLE
APPROVED BACKFIOW
ASSEMBLY
A- A6
2' LOCKING
METER FLANGE
CURB STOP
PROFILE
2' COPPER
SERVICE PIPE
NOTES
1. LANDSCAPING REQUIRED PER CITY OF FORT PIERCE OR ST. LUCIE
COUNTY ORDINANCE. NO PLANTS OR TREES WITHIN 18" AROUND
METER OR a4CKFLOW. NO SOLDER JOINTS,
2. ASSEMBLY TO BE 29" FROM FINISH GRADE TO CENTERLINE OF THE
FLANGED 90' BEND.
WATER METER/BACKFLOW PREVENTER ASSEMBLY
DOMESTIC SERVICE (COMMERCIAL)
(AT.S.)
6' NIPPLE
90' ELBOW
2CORPORATION
rSTTE
FINISHED DGRAD
LETTERING "WATER' OR 'SEWER" ON COVER
CONC. PAD 24' SQUARE
x 4' THICK IN UNPAVED
AREAS W/REINFORCED I
ADJUSTABLE
VALVE BOX & RISER
(IF NECESSARY)
GATE VALVE -
INSTALL R.P.M. 6" PAST -
THE VALVE BOX WITH
THE TRAFFIC FLOW
-m
SEE NOTE /2
6
INSTALL R.P.M. BESIDE 5 1/4- WEIGHTED VALVE
BOX LID & O E.O.P.
\ �7YLER/UNION PART
/127-147510
FINISHED GRADE
H
2
2
VALVE OPERATOR SHALL
�.--. BE NO LONGER THAN
C'
0 10 24' EXTENSION
n
THHN MAGNETIC WIRE
U
BINGHAM & TAYLOR
5 I4" HEAVY DUTY
VALVE LID W/4"
MECHANICAL JOINT SKIRT
RESTRAINTS (NYA) 4905-1_4
MER/UNION PART
t12T-147510
O
NOTES,,
1. BLUE REFLECTIVE PAVEMENT MARKER (RPM) FOR WATER
VALVES AND GREEN RPM FOR WASTEWATER VALVES �'_ - _ _•=
TRACE WIRE
1/2- PVC
CONDUIT
PAVEMENT EDGE.
INSTALL R.P.M. THE
2. FOR WATER AND WASTEWATER VALVES INSTALLED IN PAVED
PAD OF 5 YWEIGHTED
AREAS, ELIMINATE CONCRETE PAD AND ENCASE THE MAGNETIC
BON LLID &
WIRE IN 1/2- PVC INSIDE THE VALVE BOX SEVEN INCHES
E.O.P.A
BELOW GRADE.
VALVE MARKER INFO:
J. DIP MAY BE USED AS RISERS ONLY IF A VALVE BOX IS NOT
SIZE
TYPE OF VALVE
MANUFACTURED FOR THAT DEPTH. NO PVC RISERS
UTILITYTYPE
SHALL BE USED IN ANY CIRCUMSTANCES.
OF TURNS
IO
TYPICAL GATE VALVE & VALVE
BOX DETAIL
N.T.S.
FLANGED TO PLAIN
END SP001. WITH
UNI-FLANGE -�
90' FLANGE/
FLANGE ELBOW
FINISHED
GRADE
BELOW PAD PAD
GRADE
VALVE
(VALVE BOX
NOT SHOWN
PLALV
LENGTH -
-OS&Y GATE
o!• SECTION A-
go- FLANGE/
FLANGE ELBOW
W NEOPRENE RUBBER
AROUND STANDPIPE (T:
KE STANDS
-1 24" �-
MIN.
ES
1.. LA SCAPING IS REQUIRED PER CITY OF FORT PIERCE OR ST. LUCIE COUNTY ORDINANCE.
Z ASSEMBLY TO BE 29' FROM FINISH GRADE TO CENTERLINE OF THE FLANGED 90' BEND.
3. PRIOR TO POURING THE CONCRETE PAD, VERIFY THAT THE STANDPIPES ARE PLUMB, TRUE
AND INSTALLED AT THE SAME ELEVATIONSIN THE PRESENCE OF AN FPUA INSPECTOR.
4. ALL CONCRETE SHALL HAVE FIBERGLASS MESH REINFORCEMENT WITH 14 REBAR 3" FROM
THE OUTER PERIMETER.
SIZE
SERVICE
LENGTH
4
DOUBLE DETECTOR
53 INCHES
6
DOUBLE DETECTOR
62 INCHES
8
DOUBLE DETECTOR
69 INCHES
10
DOUBLE DETECTOR
76 INCHES
BACKFLOW PREVENTER ASSEMBLY-4"-10" FIRE SERVICE
(N.T.S)
SLC PROJECT
NUMBERS
MNSP 420175121
RZ 420175120
ENGINEERS Q SURVEYORS
PORT SAINT LUCIE OFFICE
10250 SW VILLAGE PARKWAY
SUITE 201
PORT SAINT LUCIE, FL 34987
'M 772-340-4990
AT 772-462-2455
'0 www.edc-inc.com
F.B.P.E. CERTIFICATE OF AUTHORIZATION 9935
L.B. CERTIFICATE OF AUTHORIZATION 8098
w
rn
3
� J of
} N W W N
3z 33 Nz �o ��¢ m
W ❑ m LL ❑ UO
❑ N j O
O LL
w
a
J
V
i
Lu
Z
O
W
V
W
6CE/Vg S. '1j1 .•'
J
r
W
`J
i
n
Q
CL
LL
O ('
9. R99..9JiARRISO W-T. E.
�
LSr
10250 SW VILLAGE PARKWAY, SUITE 201
PORT SAINT LUCIE, FL 34987
M 772-462-2455
16-129
13 OF 15
WAREHOUSE
PCN: 1430-311-0006-000-1
FUTURE LAND USE: MXD
ZONING: IL
.I
IU
u
EX. WATER EL. = 14.15
10' LANDSCAPE BUFFER
EX TOE OF SLOPE
S.L.C. CANAL No. 25
EX---- BANK 90' R /W)
___________________________________ __ 1\ (-/I/�1I
(PHASE 3)
COTTAGE
SITE 6
(PHASE 3)
COTTAGE
SITE 5
(PHASE 2)
ACCESSORY
GARAGE
J
------------
10' L
(PHASE 3)
COTTAGE
SITE 4
sA
MH14 SA q i SA SA
P, MH: 9 9
/ MsAH:DRY RETENTION AREA -----
28,824 S.F. (0.662 AC) 12.7% H' 19
MIN. T/BERM EL. 19.6 INSTALL WHITE DIRECTIONAL. ARROWS
BOTTOM EL. 15.5
,w PER FDOT INDEY. 17346 (TYP)
LL SUMP EL. 14.5
o m CONTROL EL. 14.50
o BLEEDER EL. 17.61 _
U
0
of N
0
v,
ORV RV RV RV RV RV RV RV
SITE 12 SITE 11 SITE 10 SITE 9 SITE 8 SITE 7 SITE 6 SITE 5
u gA o o o o.
- - - - - - - INSTALL "STOP" SIGN R1-1 MH: 1 — — — — — — —
O PER MUTCD (TYP) 15' LANDSCAPE BUFFER
5 -la ' �)CbRAIRA(fEi01At1F7OC��
IN FEET) ®b$\RIM
EX. O"PVC WATER MAIN —•—•—.—.—.---------------- .
— .
' 1 inch = 30 ft. INSTALL ----------------- --- - ---- --------------------
24'STOP 1500 WIDE FPUA EASEMENT
PER ORB. 765 PG. 226
NOTE: ! BAR (TYP.) STEEL BLVD.
e
1) FOR ALL SIGNAGE AND PAVEMENT
PRIVATE ROAD X. ASPHALT ROAD
MARKINGS REFER TO FDOT 2017-2018 ( )
DESIGN STANDARDS AND/OR THE /i '- --------------------------------------------------------------------------- - --------------------------------------------------------- -----------------------------
M.U.T.C.D. SPECIFICATIONS. W
2) ALL ON -SITE STRIPING SHALL BE
PAINTED PER FDOT 2017-2018 s J
DESIGN STANDARDS AND/OR THE /%w-�-- vncANr — _-�-- U..¢.�~-.___._.
M.U.T.C.D. SPECIFICATIONS. �;' / g PCN: 1430-311-0007-000-8
3) ALL STRIPING WITHIN RIGHT-OF-WAY / ;' FUTURE LAND USE: MXD
ZONING: IL - CO
SHALL BE THERMOPLASTIC. Q
W
U'
L
---------------------------------
J
(PHASE 3)
COTTAGE
S E4
EX. TOE OF SLOPE - - - - - - - - -
_
NORTH -LINE -OF___ ___________
THE SOUTHWEST 1/4 OF
SECTION 30, TOWNSHIP 34 SOUTHOUTH
,
RANGE 40 EAST
______________________ EX----
X_TOP OF BANK_____________
S89°51'51"E 1283.17'
--- -- -- -- --
10'LANDSCAPEBUFFER
(PHASE 3)
COTTAGE
SITE 3
(PHASE 3)
COTTAGE
SITE 2
-----------------------------------------------------------------
10'LANDSCAPE BUFFER
(PHASE 3)
COTTAGE
SITE 1
--------------------------------------
EAST LINE OF
7
THE WEST I/2 OF
L
SECTION W,
�1
TOWNSHIP 34 SOUTH,
J
RANGE 40 EAST
EX. TOP OF BANK ---- - -
- --- -
.U,
r�
COV&RED n
r6RC4
I I
I
I i
I
1 I
I
I
i
I ,
I.
I
I
I I
I
I
1
1
l .
1 I
II
1
I
I
I.
Iul IT " (PHASE 2) o
N I
_.._ DORMITORY BUILDING
FLOOR AREA = 6,558 S.F. w II
i SA DECK I
AIRPORT
PCN: 1430-131-0001-000-4
FUTURE [AND USE: T/U
ZONING: IL - CO
J MH: 19 MH: 14
SA 3p ° ° '-0 W I II
_ Mn 19 --'--- .-1 .: In �----._ ---- '"� INSTALL: H.C. SIGN (TYP.)
t, ° (SEE DETAIL SHEET 4) m I
94 6I i
COVERED '°COVERED° ry j
1 ='p 26 ENTRY 'PORCH
°
i MH: 14 i
a s
e
—.—.—.—
PVC WATER MAIN
+ i
=k INSTALL: CROSSWALK
' MARKINGS PER FDOT --
- INDEX#17346
1 RV `L RV RV RV RV RV INSTALL PARKING
SITE 6 SITE 5 SITE 4 :- SITE_ 3 SITE 2 SITE 1 > STALL STRIPING (TYP.) INSTALL: ADA
- ( ) 'I
1 0 o w o o o SEE DETAIL SHEET 4 TRUNCATED DOME
(TYP.) (SEE
I
t _
DETAIL SHEET 4)
o .. LTCI srslTCl I I m I
Sft MCI: )0
> N o I t o
j INSTALL CONCRETE : N m'
— — — — — — — \ CAR STOP PER F001 ==J pl
INSTALL WHITE DIRECTIONAL ARROWS
1 Via' ` \ 00 (TYP) PER FDOT INDEX 17346 (TYP) 1 II
LLT EX. CATCH ` \
. - . - . - . — . _ . - . - . . - . - . - . - . - . - . - . — . .. - . - . - . - . - . - . - . - . - . . - .
) EX. 8' PVC WATER MAIN O.R. BOOK 459, PAGE 2758 BASR4• — — — ' '� S
�. 7`p,87„ -
INDEX #3
__ (P R.S LC) __ ___--_ _ _ -_ _ ` �� • - __ _ _-- EX. 12 x18":..1 _-- - - -- _ • ` \ INSTALL "STOP' SIGN R1 1 - -: ERCPe.ee
_ _ n
• � . � ®�5e 15' LANDSCAPE BUFFER - � 1 I
PER MUTCD (TYP) r, � q®� I
i t 1 I EX. WATER VALVE
X.ASPHALT ROAD r ' PAD RIM-20.86
P � S89"51'55"E 229.78' I I , I /-ON
pE OLq Fds` �._�_— ..—. .—.—.—.—.—._.— — — —.—._ , — '\E Ily W
_- ___ ________ _________________________________-._____________________________________________ 785, PO EMENT • _ EX. NO _ __ -11
p � '' INSTALL — -'- EX.B PVC WATER MAIN TRE55PRSSING- • __
SIGN
_ _ r
W 24"STOP II
•I •� oi�\E
EX.0
___________TCH _______-- BAR (TYP) EX. EDGE OF PAVEMENT ® co
J SASNA STEEL BLVD.
,.r_ ...::._,-.._ A _ _......... �w ... _.-M. -:. _ ._'�.'_ _ _ _......._. _ _ _. _.__._ ._ _..-- _ _ �..... _..� _ - — - - — - - — - - '^,�. 4• (PRIVATE ROAD) 1
j VACANT"" ^V EX. EDGE OF PAVEMENT
__-_
r `
r PCN: 1430 311 0007 000 8 U ----__---�-------------------�-------- -
FUTURE LAND USE: MXD ~ "'•"... .. TREssPAsslNc
I SIGN
ZONING: IL - CO
- EX. FIRE HYDRANT
SON PAD
0 30
( IN FEET )
1 inch = 30 ft.
LEGEND
® 10
EXISTING METER
--0
PROPOSED SIGN
0
MITERED END SECTION
HANDICAP STALL
' 1-777
I r,
I
EXISTING CONCRETE
EXISTING PAVEMENT
:.,
PROPOSED PAVEMENT
PROPOSED CONCRETE
CALL 48 HOURS BEFORE
YOU DIG IN FLORIDA
CALL TOLL FREE
1-800-432-4770
IT'S THE LAW!
SUNSHINE STATE ONE CALL CENTER
OF FLORIDA, INC.
SLC PROJECT
NUMBERS
MNSP 420175121
RZ 420175120
ENGINEERS O SURVEYORS
PORT SAINT LUCIE OFFICE
10250 SW VILLAGE PARKWAY
SUITE 201
PORT SAINT LUCIE, FL 34987
M 772-340-4990
2R 772-462-2455
•'0 www.edc-inc.com
F.B.P.E. CERTIFICATE OF AUTHORIZATION 9935
L.B. CERTIFICATE OF AUTHORIZATION 8098
MIN
3
>
o
rn
o
} N
W
N
0
H- W LL
Z N
Q CI
p m
J W F
r
o
w a
g
m o 0
Wp
0
LL F
O
16
V
O
-i
—8-�
J
F
w
w
N
z
>
W
K
�
=
O
F
U
�z
Z
O
=O
W
U
z
w
a
J
o
m
K
a
N
Z
oz
a
ww
wUU
m
m
N
N
00
J
Q
Z
O
Z
0
LL
Q (L
Z
J
W W
a.
W J
CD
_U
Z
Z =
a
N a
~ J
i
(q
Z
O
W
W
Z
O
Z v W
(1)
LU
v
_O
V�
I-
!
��N77oII.��82270
'�1RV 10 °•
10250 SW VILLAGE PARKWAY, SUITE 201
PORT SAINT LUCIE, FL 34987
23 772-462-2455
nr
OR 45 POUNDS PER 1,000 SQ. FT. 1 2. LOADERS AND HEAVY PLATE COMPACTORS ARE TWO TYPES OF EQUIPMENT THAT HAVE BEEN USED SUCCESSFULLY
GENERAL NOTES --
IS 1. ANY DISCREPANCIES ON THE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE COMMENCING 3. FILL MATERIAL SHALL BE CLASSIFIED AS A-1, A-3, OR A-24 IN ACCORDANCE WITH AASHTO M-145 AND SHALL BE FREE FROM 6. STAPLES FOR SOD PLACED ON SIDE SLOPES 3:1 & STEEPER SHALL BE BLACK IRON WIRE NOT SMALLER THAN 14 GAUGE, AND
WORK. NO FIELD CHANGE OR DEVIATIONS FROM THE DESIGN ARE TO BE MADE WITHOUT PRIOR APPROVAL OF THE ENGINEER. VEGETATION AND ORGANIC MATERIAL NOT MORE THAN 12% BY WEIGHT OF FILL MATERIAL SHALL PASS THE NO. 200 SIEVE. BENT FROM A LENGTH OF WIRE AT LEAST 25 INCHES LONG INTO A'U' WITH A 1 INCH WIDTH AT THE CROWN. COST OF STAPLES 3. DENS IFICATION PROCEDURES MUST COMPLY WITH THE CAPABILITY OF THE EQUIPMENT EMPLOYED.
2. THE CONTRACTOR SHALL CONTACT ENGINEER OF RECORD, THE APPROPRIATE GOVERNMENTAL JURISDICTIONAL AGENCY SHALL BE INCIDENTAL TO THE SOD UNIT PRICE. IIIIIIIIIIIIIII
AND ALL OTHER CONCERNED UTILITIES AT LEAST 2 FULL BUSINESS DAYS IN ADVANCE OF CONSTRUCTION OPERATIONS.
4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CERTIFIED MATERIAL TEST RESULTS TO THE ENGINEER OF THE 4. WHEN SELF-PROPELLED STEEL DRUM VIBRATORY EQUIPMENT CANNOT BE USED AS SPECIFIED, VIBRATORY PLATE
RECORD PRIOR TO THE RELEASE OF FINAL CERTIFICATION BY THE ENGINEER. TEST RESULTS MUST INCLUDE, BUT MAY NOT BE 7. WATER USED FOR IRRIGATION MAY BE OBTAINED FROM ANY APPROVED SOURCE. IT SHALL BE FREE OF EXCESS AND HARMFUL COMPACTORS MAY BE USED. WHEN THIS CONDITION OCCURS, THE OVERALL DENSIFICATION PROCEDURE MUST BE REVISED `
3. THE LOCATI
ON AND SIZE OF ALL EXISTING UTILITIES SHOWN ON THE PLANS ARE APPROXIMATE AND ARE BASED ON THE BEST LIMITED TO, DENSITIES FOR SUBGRADE AND BASE DENSITIES AT UTILITY CROSSINGS, MANHOLES, INLETS, AND STRUCTURES. CHEMICALS, ACIDS, ALKALIES, OR ANY SUBSTANCE, WHICH IS HARMFUL TO PLANT GROWTH. TO COMPLY WITH THE CAPABILITY OF THE EQUIPMENT EMPLOYED. IN GENERAL, SMALL PLATE COMPACTORS WILL BE
11 E*: 4 -1
AVAILABLE INFORMATION. ADDITIONAL UTILITIES MAY EXIST WHICH ARE NOT SHOWN ON THE PLANS. THE CONTRACTOR SHALL TEST SHALL INCLUDE ASPHALT GRADATION REPORTS, CONCRETE CYLINDERS, ETC. DENSITY TESTS SHALL BE PERFORMED AT EFFECTIVE TO A MAXIMUM DEPTH OF 8 TO 8 INCHES.
BE RESPONSIBLE FOR PHYSICALLY LOCATING ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITIES BY THREE 3 LOCATIONS AROUND ANY STRUCTURE. BEGIN TESTING IN THE FIRST FOOT ABOVE THE BOTTOM OF THE STRUCTURE 8. WHERE SODDING WILL BE DONE, ALL LOOSE ROCK, WOODY MATERIAL, AND OTHER OBSTRUCTIONS THAT WILL INTERFERE WITH ENGINEERS Q SURVEYORS v
ELECTRONIC METHODS AND BY HAND EXCAVATION IN COORDINATION WITH ALL UTILITY COMPANIES, PRIOR TO BEGINNING ANY O )
AND THEN EVERY TWO FEET TO WITHIN TWO FEET OF THE FINISH GRADE; THESE DENSITY REQUIREMENTS ARE THE MINIMUM. SODDING SHALL BE REMOVED AND THE AREA SHALL BE REASONABLY SMOOTH AND UNIFORM. LIME AND FERTILIZER WILL BE SOIL RECOMMENDATION AND REQUIREMENTS
CONSTRUCTION OPERATIONS. ANY AND ALL CONFLICTS OF EXISTING UTILITIES WITH PROPOSED IMPROVEMENTS SHALL BE THE CONTRACTOR SHALL VERIFY DENSITY REQUIREMENTS AND PROTOCOLS WITH THE LOCAL APPROVING AUTHORITY PRIOR APPLIED IN THE SAME QUANTITY AND MANNER AS SPECIFIED BY THE MANUFACTURER. PORT SAINT LUCIE OFFICE 61
RESOLVED BY THE ENGINEER AND THE OWNER PRIOR TO BEGINNING ANY CONSTRUCTION OPERATIONS. THIS WORK BY THE �°
TO CONSTRUCTION OR BIDDING OF THE PROJECT. 1. STRIPPING AND GRUBBING: 10250 SW VILLAGE PARKWAY)
CONTRACTOR SHALL BE CONSIDERED INCIDENTAL TO THE CONTRACT AND NO ADDITIONAL COMPENSATION SHALL BE 9. THE SOD STRIPS SHALL BE LAID IN A STAGGERED PATTERN WITH SNUG EVEN JOINTS. ALL JOINTS SHALL BE BUTTED TIGHT TO DURING THE GRUBBING OPERATION, ROOTS WITH A DIAMETER GREATER THAN %s INCH, OR SMALL ROOTS IN A DENSE STATE, SUITE
PORT SAINT LUCIE,
FL 34987
ALLOWED.
5. ALL INLETS AND PIPE SHALL BE PROTECTED DURING CONSTRUCTION TO PREVENT SILTATION IN THE DRAINAGE SYSTEMS BY PREVENT VOIDS. IMMEDIATELY FOLLOWING SOD PLACEMENT, IT SHALL BE ROLLED OR TAMPED TO INSURE SOLID CONTACT OF SHOULD BE GRUBBED AND COMPLETELY REMOVED. 11 fR 772-340-0990
JOB SITE COVERS OVER THE INLETS. THE ENTIRE DRAINAGE SYSTEMS SHALL ROOT MAT TO SOIL SURFACE. THE SOD SHALL BE SECURELY ANCHORED TO THE SOIL BY PINNING WITH STAPLES OR WOODEN PROOF -ROLLING THE CLEARED SURFACE IS RECOMMENDED TO LOCATE ANY UNFORESEEN SOFT AREAS OR UNSUITABLE ?R 772�82-2455
' 4. PROJECT SUPERINTENDENT: THE CONTRACTOR SHALL PROVIDE A QUALIFIED SUPERINTENDENT TO REMAIN ON THE WAY OF TEMPORARY PLUGS AND PLYWOOD OR PLASTIC CO --
E SUPERINTENDENT SHALL BE PRESENT AT THE PRE -CONSTRUCTION DEBRIS PRIOR TO FINAL ACCEPTANCE. ALL CONCRETE SHALL BE A MINIMUM 3,000 PSI. SOME LOCAL PEGS WHEN PLACED ON SLOPES 3:1 OR STEEPER. COST OF STAPLES AND PEGS SHALL BE INCIDENTAL TO THE SOD UNIT PRICE SURFACE OR LOOSE TO LOOSE FINE SAND SOILS WITHIN THE TOP 3 TO 4 FEET, AND TO PREPARE THE EXISTING SURFACE FOR
AT ALL TIMES WHEN WORK IS BEING PERFORMED. THE SU BE CLEANED OF ALL
. MEETING. THE CONTRACTOR SHALL NOTIFY THE OWNER BY LETTER, PRIOR TO THE PRE -CONSTRUCTION MEETING, GOVERNMENT STORMWATER PROJECTS MAY REQUIRE TELEVISING OF THE STORM SEWER. CONTRACTOR SHOULD BE PIN OR PEG EACH SEPARATE PIECE OF SOD PLACED OR EVERY 3 FEET ALONG EACH CONTINUOUS STRIP OF SOD. THE ADDITION OF THE FILL SOILS (AS REQUIRED). ONE. COVERAGE CONSISTS OF PARALLEL PASSES OF THE VIBRATORY ROLLER
APPOINTING THE SUPERINTENDENT FOR THIS PROJECT INCLUDING A FORMAL RESUME SHOWING QUALIFICATIONS. KNOWLEDGEABLE OF THIS REQUIREMENT PRIOR TO BIDDING OF THE PROJECT. -
i TRAVELING AT "WALKING SPEED". EACH PASS SHOULD OVERLAP THE PRECEDING PASS BY 30%TO INSURE COMPLETE
5. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE HIS COMPLETE FAMILIARITY WITH THE PROJECT SITE AND SOIL EROSION PLAN COVERAGE. SUBSEQUENT COVERAGES SHOULD BE CONDUCTED IN A DIRECTION PERPENDICULAR TO THE PRECEDING
COVERAGE. IN AREAS THAT CONTINUE TO "YIELD" REMOVE ALL DELETERIOUS MATERIAL AND REPLACE WITH A CLEAN, ''0 W W Wedc-inacom
I COMPONENTS TO INCLUDE SUBSURFACE CONDITIONS OF SOIL AND GROUNDWATER TABLE. BY SUBMITTAL OF A BID FOR THIS 6. ALL PROPOSED ELEVATIONS REFER TO FINISHED GRADES.
1. NO POLLUTION OR EROSION CAUSED BY THIS PROJECT WILL BE ALLOWED IN THE STORMWATER DRAINAGE SYSTEM. THE COMPACTED SAND BACKFILL. THE PROOF ROLLING SHOULD PRODUCE A DENSITY EQUIVALENT TO 95°k OF THE MODIFIED LE. CERTIFICATE OF AUTHORIZATION 9935
PROJECT, THE CONTRACTOR ACKNOWLEDGES HIS COMPLETE UNDERSTANDING AND RESPONSIBILITIES WITH RESPECT TO THE
ACTIVITIES REQUIRED UNDER THE SCOPE OF THIS PROJECT CONTRACTOR SHALL INSTALL ANY DEVICES NECESSARY TO PREVENT POLLUTION OR EROSION. THE COST OF POLLUTION AND PROCTOR (ASTM D-1557) MAXIMUM DRY DENSITY VALUE FOR A DEPTH OF 2 FEET IN THE BUILDING AREA. ADDITIONAL PASSESCERTIFICATE OF AUTHORIZATION 8098
CONSTRUCTION 5�4A d
7. THE CONTRACTOR MUST OBTAIN A WATER USE PERMIT PRIOR TO CONSTRUCTION DEWATERING UNLESS THE WORK QUALIFIES EROSION CONTROL SHALL BE INCIDENTAL TO THE COST OF THE CONSTRUCTION. MAY BE REQUIRED IF THESE MINIMUM DENSITY REQUIREMENTS ARE NOT ACHIEVED.
1 6. THE "TRENCH SAFETY ACT" SHALL BE INCORPORATED INTO THIS CONTRACT AS ENHANCED BY THE LEGISLATURE OF THE FOR A GENERAL PERMIT PURSUANT TO SUBSECTION 40E-20 302(4), F. A C.
2. PRIOR CONSTRUCTION, THE CONTRACTOR SHALL SUBMIT A SITE SPECIFIC SOIL EROSION CONTROL PLAN. IN GENERAL, 2. FILL REPLACEMENTS:
1 STATE OF FLORIDA TO BE IN EFFECT AS OF OCTOBER 1, 1990.
THE SOIL
EROSION CONTROL PLAN SHALL REQUIRE THAT ALL ON -SITE SOILS WILL REMAIN ON -SITE AND WILL NOT ERODE INTO •WHERE FILL IS TO BE PLACED ON NATURAL GROUND, THE SURFACE MUST FIRST BE PREPARED AS OUTLINED ABOVE, THE FILL �
P E STORM SEWER NOTES THE ADJACENT ROADSIDE SWALES, ADJACENT PROPERTIES OR RETENTION DITCHES. ALL EXISTING SWALES SHALL REMAIN AT GRADE SHOULD EXTEND A MINIMUM OF FIVE FEET (5') BEYOND THE STRUCTURE OUTLINE. y a w
i 7. AS -BUILT PLANS: THE CONTRACTOR SHALL PROVIDE ONE (1) REPRODUCIBLE MYLAR COPY, FIFTEEN (15) BLACK LINE COPIES SODDED DURING CONSTRUCTION. THE CONTRACTOR SHALL SCARIFY ONLY AS NECESSARY TO CONSTRUCT THE PROJECT. • FILL SHOULD BE A UNIFORM FREE DRAINING GRANULAR SOIL (CLEAN SAND) AND BE PLACED IN LAYERS.NOT TO EXCEED 12 m y n w p R
AND ONE (1) DIGITAL FORMAT OF A CERTIFIED AS -BUILT SURVEY. DRAWINGS SHALL BEAR THE ORIGINAL SIGNATURE AND 1. STANDARD SEPARATION FOR ALL WATER AND/OR WASTEWATER MAINS, HORIZONTAL AND VERTICAL, SHALL BE PER FDEP 5
THE CONTRACTOR SHALL SCARIFY AREAS TO PLACE VARIOUS PIPE WORK. AFTER PLACEMENT OF THE PIPE, THESE TRENCHES INCHES LOOSE MEASURE AND COMPACTED AS OUTLINED ABOVE. SUFFICIENT COMPACTIVE EFFORT SHOULD BE APPLIED TO w w °1 N ¢ O w
EMBOSSED SEAL OF THE SURVEYOR AND SHALL BE SUBMITTED AFTER THE COMPLETION OF CONSTRUCTION, BUT PRIOR TO REQUIREMENTS, PROVISIONS OF F.A.C. RULE 62.604 AND TEN STATES STANDARD OR LOCAL MUNICIPALITIES, WHICHEVER IS w
> FINAL APPROVAL. THE AS -BUILT SURVEY SHALL BE PREPARED IN PLAN AND PROFILE FORMAT BY A LICENSED PROFESSIONAL MORE STRINGENT. SHALL BE BACKFILLED AND COMPACTED TO 98% MODIFIED PROCTOR AASHTO T-180. PRIOR TO DISCHARGE FROM THE SITE, OBTAIN A MINIMUM OF 98% OF THE MODIFIED PROCTOR (ASTM D-1557) MAXIMUM VALUE. � c w - Y 0 � O p
LAND SURVEYOR REGISTERED IN THE STATE OF FLORIDA AND SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE FLORIDA
SILTATION BARRIERS AND HAY BALES SHALL BE UTILIZED AS PER FLORIDA EROSION AND SEDIMENT CONTROL MANUAL. THE w 0 M E- w g a m 8
P DING AFTER AS -BUILT GRADE DRAINAGE WHICH OUTFALLS TO THE RETENTION AREAS SHALL BE STABILIZED AND SODDED IMMEDIATELY UPON COMPLETION 3. EXCAVATION AND BACKFILLING: ❑ N w
? ADMINISTRATIVE CODE AND CHAPTER 472 OF THE FLORIDA STATUES. THE DRAWINGS SHALL BE AT A SCALE COMPARABLE TO 2, ALL DISTURBED OUTFACE DRAINAGE AREAS SHALL BE SODDED UPON COMPLETION OF GRADING
THE DESIGN DRAWINGS PREPARED BY THE ENGINEER AND SHALL REFERENCE THE BASE LINE OF SURVEY APPEARING ON THE ELEVATIONS ARE APPROVED BY THE ENGINEER.
OF CONSTRUCTION. ANY DEWATERING OR PUMPING OF WATER INTO THE ROADSIDE SWALES OR RETENTION SWALES SHALL •WHERE EXCAVATION AND BACKFILLING ARE REQUIRED, THE SOILS SHOULD BE REMOVED TO THE SPECIFIED DEPARTMENT °
5 ENGINEERING DRAWINGS. THE HORIZONTAL AND VERTICAL LOCATION OF THE ROADWAYS, DRAINAGE FACILITIES AND ALL BE STAKED WITH BALED HAY AND SILTATION FENCES AS PER FLORIDA EROSION AND SEDIMENT CONTROL MANUAL TO AVOID SUFFICIENT COMPACTIVE EFFORT MUST THEN BE APPLIED TO THE EXCAVATED SURFACE TO OBTAIN A MINIMUM OF 95% OF THE
D TO
READILY IDENTIFIABLE PERMANENT OR SEMI -PERMANENT REFERENCE POINTS EXISTING AFTER THE COMPLETIOOF FILLING THESE AREAS. UPON COMPLETION OF THE SITE WORK, ALL AREAS SHALL BE SODDED TO AVOID EROSION. MODIFIED PROCTOR (ASTM D-1557) MAXIMUM VALUE. ----a
APPURTENANCES SHALL BE ACCURATELY DEPICTED TO SCALE AND SHALL BE IDENTIFIED RELATIVE TO THE BASE LINE AN 3. PRIOR TO FINAL PAYMENT FOR RETENTION, DETENTION AND DRAINAGE DITCH QUANTITIES, ALL SLOPES AND SWALES SHALL
I N CONTRACTOR IS REQUIRED TO COMPLY WITH ALL STATE WATER QUALITY CRITERIA. SPECIFICALLY, NO OFFSITE DISCHARGES BACKFILL SHALL BE UNIFORM FREE DRAINING GRANULAR SOIL (CLEAN SAND) AND BE PLACED IN LAYERS NOT TO EXCEED 12
� CONSTRUCTION. LOCATIONS SHALL R SHOWN FOR ALL FITTINGS, VALVES, HYDRANTS, MANHOLES, SAMPLE POI FAIR BE SODDED TO AVOID EROSION. WILL BE ALLOWED WHICH EXCEED THE STATE TURBIDITY CRITERIA. INCHES LOOSE MEASURE. SUFFICIENT COMPACTIVE EFFORT SHOULD. BE APPLIED TO EACH LAYER TO OBTAIN A MINIMUM OF
95% OF THE MODIFIED PROCTOR (ASTM D-1557) MAXIMUM VALUE. THE EXCAVATED SURFACE AND EACH LAYER OF BACKFILL
S RELEASES, ETC., BOTH HORIZONTAL AND VERTICAL, AND THE LOCATION OF THE MAIN AT EACH BASELINE STATIO AS SHOWN 4 THERE IS TO BE NO OFFSWATER QUALITY NOTES SHOULD BE COMPACTED WITH ASELF-PROPELLED STEEL DRUM VIBRATORY ROLLER HAVING A MINIMUM TOTAL APPLIED FORCE
OFF -SITE HAULING WITHOUT PRIOR APPROVAL AND ALL EXCAVATED MATERIAL SHALL BE USED ON -SITE. -
ON THE PLANS (100 FEET MAXIMUM) BOTH HORIZONTAL AND VERTICAL. UNDERGROUND FACILITIES (I.E., DRAINAGE, GAS,
ELECTRIC, TELEPHONE, ETC.) CROSSING THE MAINS SHALL BE ACCURATELY SHOWN BOTH HORIZONTAL AND VER (CAL AND COORDINATION WITH THE OWNER IS REQUIRED FOR THE REMOVAL OF ANY UNSUITABLE MATERIALS. OF 180 TONS.
5 SHALL IDENTIFY SIZE, TYPE, FACILITY, MATERIAL AND CLEARANCE. ALL INFORMATION SHALL BE BASED UPON M SUREMENTS 1. THE CONTRACT R MUST MAINTAIN A COPY OF THE LATEST LOCAL WATER MANAGEMENT DISTRICT SURFACE WATER PERMIT,
c COMPLETE WIT ALL CONDITIONS, ATTACHMENTS, EXHIBITS AND PERMIT MODIFICATIONS IN GOOD CONDITION AT THE 4. FOOTING EXCAVATION:
AND OBSERVATIONS MADE IN THE FIELD BY THE SURVEYOR CERTIFYING THE SURVEY OR BY PERSONNEL UNDER IS 5. THE CONTRACTOR SHALL CONSTRUCT THE STORMWATER MANAGEMENT SYSTEM IN A MANNER 50 AS TO MINIMIZE ANY
EMPLOYMENT DIRECTION AND SUPERVISION. THE COST FOR PREPARING AND MAINTAINING THE AS -BUILT PLANS SHALL BE ADVERSE IMPACTS OF THE WORKS ON FISH, WILDLIFE, NATURAL ENVIRONMENTAL VALUES AND WATER QUALITY ON OR CONSTRUCTIO SITE. THE COMPLETE PERMIT MUST BE AVAILABLE FOR REVIEW UPON REQUEST BY DISTRICT SEE SOILS LABORATORY RECOMMENDATIONS.
INCIDENTAL TO THE CONSTRUCTION COST. OFF -SITE. THE CONTRACTOR SHALL INSTITUTE NECESSARY MEASURES DURING THE CONSTRUCTION PERIOD, INCLUDING FULL REPRESENTATIVES. THE CONTRACTOR SHALL REVIEW THE COMPLETE PERMIT PRIOR TO COMMENCEMENT OF THE ACTIVITY
COMPACTION OF ANY FILL MATERIAL PLACED AROUND NEWLY INSTALLED STRUCTURES TO REDUCE EROSION, TURBIDITY, AUTHORIZED BY THE PERMIT. 5. GROUNDWATER:
IL ,_
• HEAVY RAINFALL AND / OR A HIGH WATER TABLE MAY OCCUR BEFORE THE EARTHWORK COMMENCES, OR DURING THE
i 8. THE CONTRACTOR SHALL PREPARE A PLAN SHOWING THE SCHEDULE OF WORK, INCLUDING A HIGHLIGHTED PLAN SHOWING NUTRIENT LOADING AND SEDIMENTATION IN THE RECEIVING WATERS. F
L 2. ALL ACTIVITIES SHALL BE IMPLEMENTED AS SET FORTH IN THE PLANS, SPECIFICATIONS AND PERFORMANCE CRITERIA AS EARTHWORK OPERATION. WHEN THESE CONDITIONS OCCUR AND THE SITE PREPARATION CANNOT BE ACHIEVED AS SPECIFIED, 11 2
THE ORDER OF CONSTRUCTION WHICH WILL FACILITATE MAINTAINING EXISTING SERVICES DURING CONSTRUCT( N. THIS PLAN APPROVED BY LOCAL SURFACE WATER PERMIT, ANY DEVIATION FROM THE PERMITTED ACTIVITY AND THE CONDITIONS FOR AN EXCAVATION OF THE EXISTING CONDITIONS SHOULD BE CONDUCTED AND THE SPECIFICATIONS REVISED ACCORDINGLY. IL o a
SHALL BE IN ACCORDANCE WITH THE FLORIDADEPARTMENT OF TRANSPORTATION MAINTENANCE OF TRAFFIC AN STAGING 6. WITHIN THIRTY (30) DAYS AFTER COMPLETION OF CONSTRUCTION OF THE SURFACE WATER MANAGEMENT SYSTEM, THE
PLAN UNDERTAKING THAT ACTIVITY SHALL BE CONSIDERED A VIOLATION OF THE PERMIT. PRIOR TO ANY WORK COVERED 8Y A z
CONTRACTOR SHALL ASSIST THE DESIGN ENGINEER TO PROVIDE A WRITTEN STATEMENT OF COMPLETION AND CERTIFICATION PERMIT FROM SOUTH FLORIDA WATER MANAGEMENT DISTRICT (SFWMD), A NOTICE OF CONSTRUCTION COMMENCEMENT 6. PAVING AREAS SUITABLE FILL MATERIAL AND THE COMPACTI N OF FILL SOILS: z
E BY A FLORIDA PROFESSIONAL ENGINEER. THESE STATEMENTS MUST SPECIFY THE ACTUAL DATE OF CONSTRUCTION g
DEPARTMENT OF TRANSPORTATION STANDARDS A D COMPLETION AND MUST CERTIFY THAT ALL FACILITIES HAVE BEEN CONSTRUCTED IN SUBSTANTIAL CONFORMANCE WITH THE (FORM 0960) MUST BE SUBMITTED TO SFWMD BY THE PERMITTEE OR AUTHORIZED AGENT. •ALL FILL MATERIAL SHOULD BE FREE OF ORGANIC MATERIALS, SUCH AS ROOTS AND VEGETATION AS A GENERAL GUIDE TO AID �>
� 9. ALL CONSTRUCTION I5 TO BE IN ACCORDANCE WITH FLORIDA THE CONTRACTOR, USE FILLINGS WITH 3 TO 12 PERCENT BY DRY WEIGHT OF MATERIAL PASSING THE U.S. STANDARDS NO. 200
1) SPECIFICATIONS, OR THE LOCAL JURISDICTIONAL MUNICIPALITY, WHICHEVER IS MORE STRINGENT. PLANS AND SPECIFICATIONS. THE CONSTRUCTION3. THE LOCAL WATER MANAGEMENT DISTRICT AUTHORIZED STAFF, UPON PROPER IDENTIFICATION, MUST BE GRANTED SIEVE SIZE. WITH PROPER MOISTURE CONTROL, THESE SOILS. SHOULD DENSIFY USING VIBRATORY COMPACTION METHODS. _
.,
E ELEVATIONS, LOCATIONS AND DIMENSIONS OF THE COMPONENTS OF THE SURFACE WATER MANAGEMENT FACILITIES. PERMISSION TO ENTER, INSPECT AND OBSERVE THE SYSTEM TO INSURE CONFORMITY WITH THE PLANS AND SPECIFICATIONS SOILS WITH MORE THAN 12% PASSING THE NO. 200 SIEVE WILL BE MORE DIFFICULT TO COMPACT.
10. ALL UNDERGROUND MUNICIPAL UTILITIES, FIBER OPTIC, TELEPHONE, FPL, LOCAL CABLE AND ALL OTHER LOCAL UTILITY ADDITIONALLY, IF DEVIATIONS FROM THE APPROVED DRAWINGS ARE DISCOVERED DURING THE CERTIFICATION PROCESS, THE
0 APPROVED BY THE PERMIT.IL
COMPANY LOCATIONS SHOWN ARE TAKEN FROM INFORMATION PROVIDED BY THAT UTILITY COMPANY. THESE LOCATIONS CERTIFICATION MUST BE ACCOMPANIED BY A COPY OF THE APPROVED PERMIT DRAWINGS WITH DEVIATIONS NOTED. SEE 7. ALL IMPORTED FILL SHALL HAVE RADIUM 226 CONTENT LESS THAN 1.0 PCI PER GRAM. I
HAVE NOT BEEN VERIFIED IN THE FIELD. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL UTILITY LOCATIONS PRIOR TO ALSO AS -BUILT REQUIREMENTS. 4. PRIOR TO AND DURING CONSTRUCTION, THE CONTRACTOR SHALL IMPLEMENT AND MAINTAIN ALL EROSION AND SEDIMENT
'� CONSTRUCTION. THE CONTRACTOR SHALL EXPOSE ALL CROSSINGS WITH PUBLIC &PRIVATE UTILITIES PRIOR TO BEGINNING CONTROL MEASURES (BEST MANAGEMENT PRACTICES) REQUIRED TO RETAIN SEDIMENT ON -SITE AND TO PREVENT VIOLATIONS EXCAVATION FOR STRUCTURES AND PIPES
11 r E CAUTION WITHIN THE VICINITY OF PUBLIC & 7. A STABLE PERMANENT AND ACCESSIBLE ELEVATION REFERENCE SHALL BE ESTABLISHED ON OR WITHIN ONE HUNDRED (100) OF STATE WATER QUALITY STANDARDS. ALL PRACTICES MUST BE IN ACCORDANCE WITH THE GUIDELINES AND SPECIFICATION
r CONSTRUCTION AND DELIVERY OF PIPE. THE CONTRACTOR SHALL USE EXTREME C �f
» D DISCHARGE STRUCTURES NO LATER THAN THE SUBMISSION OF THE CERTIFICATION TO THE WATER IN CHAPTER 6 OF THE FLORIDA LAND DEVELOPMENT MANUAL: A GUIDE TO SOUND LAND AND WATER MANAGEMENT (FLORIDA 1. EARTHWORK AND RELATED OPERATIONS PERFORMED ON STRUCTURES AND PIPES SHALL BE CONDUCTED IN -
L PRIVATE UTILITY FACILITIES. THE CONTRACTOR WILL REQUEST THE PRESENCE OF THE RESPECTIVE UTILITY FEET OF ALL T DISTRICT.
� UTILITY MANAGEMENT DISTRICT. THE LOCATION OF THE ELEVATION REFERENCE MUST BE NOTED ON OR WITHIN THE CERTIFICATION DEPARTMENT OF ENVIRONMENTAL REGULATIONS 1988); WHICH ARE HEREBY INCORPORATED BY REFERENCE, UNLESS A WITH SECTIONS 125 AND OTHER APPLICABLE SECTIONS OF THE F.D.O.T.STANDARD SPECIFICATIONS FOR ROADWAY AND
y REPRESENTATIVES DURING CONSTRUCTION IN THE VICINITY OF THEIR FACILITIES EVEN IF A PROFILE OF THE
S PROJECTS SPECIFIC EROSION AND SEDIMENT CONTROL PLAN IS APPROVED AS PART OF THE SFWMD PERMIT, IN WHICH CASE BRIDGE CONSTRUCTION (LATEST EDITION) UNLESS OTHERWISE SHOWN ON THE PLANS. i
FACILITIES IS PROVIDED IN THESE DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING THE PUBLIC &PRIVATE REPORT. THE PRACTICES MUST BE IN ACCORDANCE WITH THE PLAN. IF SITE'S SPECIFIC CONDITIONS REQUIRE ADDITIONAL MEASURES
i UTILITIES AND VERIFYING / OBTAINING THE LOCATION(S) OF THESE FACILITIES.
DURING ANY PHASE OF CONSTRUCTION OR OPERATION TO ,
i 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CORRECTION OF ANY EROSION OR SHOALING OF THE WATER QUALITY . PREVENT EROSION OR CONTROL SEDIMENTBEYOND THOSE 2. REMOVAL OF UNSUITABLE, ORGANIC OR PLASTIC MATERIAL SHALL BE PERFORMED AT THE. CONTRACTOR'S EXPENSE AND
11. ANY NGVD 29 AND NAVD 88 MONUMENT WITHIN THE LIMITS OF CONSTRUCTION IS TO BE PROTECTED. IF IN DANGER OF MANAGEMENT SYSTEM. SPECIFIED IN THE EROSION AND SEDIMENT CONTROL PLAN, THE CONTRACTOR SHALL IMPLEMENT ADDITIONAL BEST SHALL BE INCIDENTAL TO OTHER WORK. w
MANAGEMENT PRACTICES AS NECESSARY, IN ACCORDANCE WITH THE SPECIFICATIONS IN CHAPTER 6 OF THE FLORIDA LAND o EM
D DAMAGE, THE CONTRACTOR SHOULD NOTIFY: DEVELOPMENT MANUAL: A GUIDE TO SOUND LAND AND WATER MANAGEMENT (FLORIDA DEPARTMENT OF ENVIRONMENTAL
Iff - - - - - - �
Y 9. INLETS (PER FDOT ROAD AND BRIDGE CONSTRUCTION SPECIFICATIONS 425 1430): INCLUDES THE LIST OF MATERIALS / REGULATION 19Ii8) TIT. CONTRACTOR SHALL CORRECT ANY EROSION OR SHOALING THAT CAUSES ADVERSE IMPACTS TO THE 3. UTILIZATION OF MATERIALS WITHIN THE WORK LIMITS SHALL 8E AS DIRECTED BY THE GEOTECHNICAL ENGINEER UNLESS
� GEODETIC INFORMATION CENTER INSTALLATION I DEWATERING STABILIZATION / AS -BUILT SURVEYING / TESTING. ALL STRUCTURES WILL REQUIRE THREE (3) WATER RESOURCES NO ADDITIONAL COST TO OWNER. OTHERWISE SHOWN ON THE PLANS.
I WHICHEVER
--
AUTHORITY, ATTN: MARK MAINTENANCE CENTER COMPACTION TESTS AT DIFFERENT LOCATIONS AND UNDER STRUCTURES OR PER LOCAL APPROVINGPIPE AND STRUCTURE BACKFILL
i ATTN: WCG - 162 IS MORE STRINGENT. 5. WITHIN 30 DAYS .AFTER COMPLETION OF THE STORMWATER SYSTEM, THE CONTRACTOR MUST ASSIST IN SUBMITTING TO THE J
d 6001 EXECUTIVE BOULEVARD SOUTH FLORIDA WATEP MANAGEMENT DISTRICT THE FOLLOWING: DISTRICT FORM EN45 (AS -BUILT CERTIFICATION BY A 1. IT IS THE. CONTRACTOR'S RESPONSIBILITY TO DETERMINE IF (EXCAVATED SOILS MEET THE REQUIREMENTS OF THE PROJECT
ROCKVILLE, MD 20852 REGISTERED PROFESSIONAL), SIGNED AND SEALED BY AN APPROPRIATE PROFESSIONAL REGISTERED IN THE STATE OF Q
3 TELEPHONE: 301 443-8319 10. PIPE CULVERTS AND STORM SEWERS SHALL BE CONSTRUCTED AND INSTALLED IN ACCORDANCE WITH SECTION 430 FDOT LIMITED
AND SPECIFICATIONS RELATIVE TO MATERIAL CLASSIFICATION. PIPE AND STRUCTURE BACKFILL MATERIAL SHALL BE
- ( ) STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. FLORIDA AND TWO SETS OF AS -BUILT DRAWINGS WHEN, A) REQUIRED BY A SPECIAL CONDITION OF THIS PERMIT; B) THE LIMITED TO MATERIAL CLASSIFIED AS A-1, A-3 AND A-24 IN ACCORDANCE WITH AASHTO M-145 AND SHALL BE COMPACTED IN
v PROFESSIONAL USES AS -BUILT DRAWINGS TO SUPPORT THE AS -BUILT CERTIFICATION; OR C) WHEN THE COMPLETED SYSTEM ACCORDANCE WITH F.D.O.T. SECTION 125 REQUIREMENTS. n/
= ST. LUCIE COUNTY SURVEYOR SUBSTANTIALLY DIFFERS FROM PERMITTED PLANS, THIS SUBMITTAL WILL SERVE TO NOTIFY THE DISTRICT STAFF THAT THE L� L6. 0
3 ATTN: ROD REED, PLS 11. HOPE (HIGH DENSITY POLYETHYLENE) CULVERT SHALL BE N-12 INSTALLED PER MANUFACTURER RECOMMENDATIONS. SYSTEM IS READY FOR INSPECTION AND APPROVAL. Q LL
2. IF. THE BACKFILL MATERIAL IS CLASSIFIED AS A-24 BASED ON AASHTO M-145 CRITERIA, THE MAXIMUM PERMISSIBLE MOISTURE
O ENGINEERING DIVISION MANUFACTURER IS ADS (ADVANCED DRAINAGE SYSTEMS, INC.) AIR ENTRENCHED PIPE. CONTENT SHALL BE 2 PERCENT ABOVE THE OPTIMUM MOISTURE CONTENT. 0.
w 2300 VIRGINIA AVENUE
w FORT PIERCE, FL NNE � 6. STABILIZATION MEASURES SHALL BE INITIATED FOR EROSION AND SEDIMENT CONTROL ON DISTURBED AREAS AS SOON AS
w TELEPHONE: , FL 462-1721 12. REINFORCED CONCRETE PIPE SHALL BE ASTM C-76 CLASS III IN ACCORDANCE WITH SECTION 941 OF THE FDOT STANDARD PRACTICABLE IN PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARY OR PERMANENTLY CEASED, CLEAN-UP w '�y
SPECIFICATIONS. BUT IN NO CASE MORE THAN SEVEN (7) DAYS AFTER THE CONSTRUCTION ACTIVITY IN THAT PORTION OF THE SITE HAS V A
❑ TEMPORARILY OR PERMANENTLY CEASED. 1. THE CONTRACTOR SHALL MAINTAIN THE JOB SITE IN A NEAT CONDITION AT ALL TIMES AND SHALL RESTORE / REPAIR ALL W z
a 12. CONTRACTOR TO UTILIZE "APPROVED FOR CONSTRUCTION' PLANS ONLY. ANY PLANS NOT "APPROVED FOR CONSTRUCTION" FILTER FABRIC (STORM PIPE JOINTS) DRIVEWAYS, SIDEWALKS, UTILITIES, LANDSCAPING, IRRIGATION SYSTEMS, ETC., AFFECTED BY CONSTRUCTION ACTIVITIES. Z
w SHALL BE CONSIDERED PRELIMINARY AND SHOULD NOT BE USED FOR BIDDING OR CONSTRUCTION. 7. THE STORMWATER MANAGEMENT SYSTEM MUST BE COMPLETE IN ACCORDANCE WITH THE PERMITTED PLANS AND PERMIT 3:0 -
THE CONTRACTOR SHALL WRAP ALL STORM PIPE JOINTS. CONSTRUCTION SHALL BE PER F.D.O.T. INDEX NO.280 WITH WOVEN CONDITIONS PRIOR TO THE INITIATION OF THE PERMITTED USE OF SITE INFRASTRUCTURE. THE SYSTEM MUST BE COMPLETED 2. THE CONTRACTOR SHALL REMOVE ALL EXCESS MAT�
ERIALS, DEBRIS, EQUIPMENT, ETC., FROM THE JOBSITE IMMEDIATELY. AFTER p
n 13. SHOP DRAWINGS FOR ALL STRUCTURES SHALL BE SUBMITTED TO ENGINEER FOR REVIEW AND APPROVAL PRIOR TO GEOTEXTILE TYPE D-3 (FLORIDA EROSION AND SEDIMENT CONTROL MANUAL), SECURED W / STRAPPING. ALL JOINTS SHALL BE IN ACCORDANCE WITH THE PERMITTED PLANS AND PERMIT CONDITIONS PRIOR TO TRANSFERRING RESPONSIBILITY FOR COMPLETION OF CONSTRUCTION OPERATIONS. 'q > q
0 ORDERING. WRAPPED FOR A MINIMUM OF 188 INCHES FROM THE BAND OR JOINT OR BELL AND SPIGOT AS APPLICABLE. OPERATION AND MAINTENANCE OF THE STORMWATER MANAGEMENT SYSTEM TO A RESPONSIBLE ENTITY. L
w 1-
w 14. SHOP DRAWINGS ARE REQUIRED ON ALL STRUCTURES. THE ENGINEER REQUIRES FIVE (5) BUSINESS DAYS TO REVIEW SHOP DEWATERING 3. FOR FURTHER SITE MAINTENANCE REQUIREMENTS THE CONTRACTOR IS REFERRED TO THE "AGREEMENT BETWEEN OWNER :c J _
8. IF DEWATERING IS TO OCCUR DURING ANY PHASE OF CONSTRUCTION OR THEREAFTER AND THE SURFACE WATER PUMP(S), AND CONTRACTOR". i a "„
w DRAWINGS AFTER RECEIPT. ADDITIONAL TIME MAY BE REQUIRED IF LOCAL GOVERNMENT OR MUNICIPALITIES REQUIRE AN WELL(S) OR FACILITIES ARE CAPABLE OF WITHDRAWING ONE MILLION GALLONS OF WATER PER DAY OR MORE OR AN AVERAGE /yA
INTERNAL REVIEW AND APPROVAL PROCESS. STORM SEWER PIPES AND STRUCTURES AND UTILITIES SHALL BE LAID "IN THE DRY", UNLESS OTHERWISE APPROVED IN WRITING OF 1800,000 GALLONS PER DAY OR MORE OVER A YEAR AND ANY DISCHARGE IS TO BE OFFSITE, THE CONTRACTOR MUST S
o BY THE UTILITY AND ENGINEER OF RECORD. THE CONTRACTOR, AT NO DIRECT COST TO THE OWNER, SHALL PERFORM ALL APPLY FOR AND OBTAIN A CONSUMPTIVE USE PERMIT (40C-2) FROM THE SFWMD. CONTRACTOR SHALL NOTIFY ENGINEER IF 4. UNLESS OTHERWISE SPECIFIED OR NOTED; ALL DISTURBED AREAS TO BE RESTORED BY CONTRACTOR TO PRE -CONSTRUCTION J
w DEWATERING ACTIVITY. TRENCH EXCAVATIONS SHALL BE DEWATERED BY USING ONE OR MORE OF THE FOLLOWING METHODS:
Z 15. CONCRETE SHALL BE CLASS 13,000 PSI MINIMUM COMPRESSIVE STRENGTH UNLESS NOTED OTHERWISE. REINFORCING SHALL SOCK . DRAINS, WELL POINT SYSTEM, SUMP PUMPS OR OTHER METHOD(S) AS APPROVED BY THE ENGINEER. DEWATERING ADDITIONAL INFORMATION OR APPLICATION MATERIALS ARE NEEDED. CONDITION OR BETTER PRIOR TO ACCEPTANCE BY THE OWNER OR LOCAL APPROVING AUTHORITY. � LI.I
..1
O BE GRADE 60 DEFORMED STEEL BARS IN ACCORDANCE ASTM A-615. SYSTEMS SHALL BE UTILIZED IN ACCORDANCE WITH GOOD STANDARD PRACTICE AND MUST BE EFFICIENT ENOUGH TO LOWER THE OUNDATION PREPARATION LLI
°w WATER LEVEL IN ADVANCE OF THE EXCAVATION AND MAINTAIN IT CONTINUOUSLY TO KEEP THE TRENCH BOTTOM AND SIDES FIRM .
❑ AND DRY. IF THE MATERIAL ENCOUNTERED AT TRENCH GRADE IS SUITABLE FOR THE PASSAGE OF WATER WITHOUT DESTROYING 9• WATER QUALITY MONITORING SHALL BE PERFORMED DAILY. SAMPLING SHALL BE PERFORMED IN THE MIDDLE OF ADJACENT w/ V %
z ALL EXISTING ABOVE OR UNDERGROUND STRUCTURES, LANDSCAPE FEATURES, TREES AND CHANNELS MEASURING FOR TURBIDITY, 100 FEET UPSTREAM AND 100 FEET DOWNSTREAM OF DISCHARGES. WHEN TURBIDITY li W
w 16. CONTRACTOR SHALL PROTECT A THE SIDES OR UTILITY FOUNDATION OF THE TRENCH, SUMPS MAY BE PROVIDED AT INTERVALS AT THE SIDE OF THE MAIN TRENCH
r 1. CONSTRUCTION METHODS. AREAS ON WHICH FILTER FABRIC AND ARTICULATED CONCRETE BLOCK MATRESSES ARE TO BE Q J
z N THE PLANS. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY ITEM DAMAGED BY CONSTRUCTION LOWER THE WATER LEVEL BY TAKING THEIR SUCTION FROM SAID SUMPS. DISCHARGE FROM EXCEEDS 29 NTU'S ABOVE BACKGROUND LEVELS AT A SAMPLE POINT 100 FEET UPSTREAM OF DISCHARGES AND / OR 0 NTU'S PLACED SHALL BE CONSTRUCTED TO THE LINES AND GRADES SHOWN ON THE DRAWINGS. THE SUBGRADE FOR THE
UTILITIES NOT SHOWN O EXCAVATION, WITH PUMPS USED TO
�> ABLE CURRENT CODES. ANY REPAIRED /REPLACED ITEMS ARE SUBJECT TO REVIEW AND DEWATERING SHALL 8E DISPOSED OF IN SUCH A MANNER THAT IT WILL NOT INTERFERE WITH NORMAL DRAINAGE OF THE AREA IN ABOVE BACKGROUND LEVELS AT A SAMPLE POINT 100 FEET DOWNSTREAM OF DISCHARGES, WORK MUST CEASE AND REMEDIAL ACTIVITY TO MEET ALL APPLICABLE ARTICULATED CONCRETE BLOCK MATS SHALL BE FREE OF VOIDS, PITS, OR DEPRESSIONS AND SHALL BE PROOF -ROLLED TO A ' Z � �
w APPLICABLE LOCAL JURISDICTIONAL AGENCY. WHICH THE WORK IS BEING PERFORMED, CREATE A PUBLIC NUISANCE OR FORM PONDING. ALL DISCHARGE SHALL BE IN MEASURES MUST BE PERFORMED TO RETURN CONDITIONS TO ACCEPTABLE TURBIDITY LEVELS. CONTRACTOR MUST RECEIVE MINIMUM OF 90% OF THE ASTM D-698 DENSITY. VOIDS, PITS OR DEPRESSIONS SHALL BE BROUGHT TO GRADE BY BACKFILLING WE O APPROVAL BY APPL C
> ACCORDANCE WITH ANY SFWMD ISSUED PERMITS. THE OPERATIONS SHALL NOT CAUSE INJURY TO ANY PORTION OF THE WORK ENGINEER'S APPROVAL PRIOR TO RESTARTING WORK. SAMPLE POINT LOCATIONS ARE IDENTIFIED IN THE SFWMD PERMITS. IN ACCORDANCE WITH THE APPLICABLE PORTIONS OF THE PROJECT SPECIFICATIONS. ALL OBSTRUCTIONS, SUCH AS ROOTS 4i O W a
>w COMPLETED OR IN PROGRESS OR TO THE SURFACE OF STREETS OR TO PRIVATE PROPERTY. THE ENGINEER OF RECORD AND g !^ A/
w � V/ LL
N 17. ALL PROPOSED UTILITY MATERIALS, CONSTRUCTION METHODS, TESTING AND DISINFECTION SHALL CONFORM TO THE NECESSARY REGULATORY AGENCIES, PRIOR TO CONSTRUCTION, SHALL APPROVE THE PROPOSED DEWATERING METHODS) AND AND PROJECTING STONES LARGER THAN 1 INCH REMAINING ON THE SURFACE, SHALL BE REMOVED AND ALL OF THE SOFT M
w AW WA CURRENT STANDARD. IT SHALL BE THE T PROPERTY WILL BE INVOLVED, THE CONTRACTOR SHALL OBTAIN ADVANCE 10. THE CONTRACTOR SHALL PLACE TURBIDITY BARRIERS AT ALL OUTFALLS PRIOR TO CONSTRUCTION. ALL CUT / FILL WILL BE LOW DENSITY POCKETS OF MATERIAL REMOVED MUST BE FILLED WITH SELECTED MATERIAL AND COMPACTED TO A MINIMUM IF 4'1- d
O REQUIREMENTS OF THE CURRENT LOCAL UTILITY COMPANY STANDARDS AND SCHEDULE. ADDITIONALLY, WHERE PRIVATE PR
I- RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN AND UTILIZE ACURRENT COPY OF THE LOCAL REGULATING UTILITY PERMISSION FROM THE PROPERTY OWNER. RELOCATED WITHIN THE EXISTING SITE AND THEREFORE HAULING OF MATERIAL WILL NOT BE REQUIRED, UNLESS APPROVED OF 90°/a OF THE ASTM D-698 DENSITY. SPECIAL CONSIDERATION FOR BURIED OBSTRUCTIONS (LE. STUMPS, DEBRIS. ETC.) WILL ,I�. _
COMPANY STANDARDS AND ENSURE ALL CONSTRUCTION IS IN ACCORDANCE WITH THEIR STANDARDS. ANY CONFLICT WITH BY THE OWNER. CONTRACTOR SHALL INSTALL TURBIDITY CONTROL MEASURES PRIOR TO COMMENCEMENT OF BE AS SHOWN ON THE DRAWINGS. Fih
x THE CONSTRUCTION DRAWINGS AND THE LOCAL UTILITY COMPANY SHALL BE RESOLVED UTILIZING THE MOST STRINGENT CONFLICTS CONSTRUCTION, MAINTAIN SAID CONTROLS IN WORKING ORDER THROUGHOUT THE CONSTRUCTION PERIOD, ASSURE THAT �) I I I I///
z DIRECTIONS. TURBID DISCHARGES FROM THE PROJECT TO PROTECTED WATERS AND WETLANDS DO NOT EXCEED LIMITS STATED IN NOTE 9 2. EXCAVATION AND PREPARATION FOR ANCHOR TRENCHES, SIDE TRENCHES, AND TOE TRENCHES OR APRONS SHALL BE DONE IN °` +=II '
IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO BECOME ACQUAINTED WITH EXISTING CONDITIONS AND TO LOCATE AND REMOVE SAID CONTROLS AFTER COMPLETION OF CONSTRUCTION. ACCORDANCE TO THE LINES, GRADES AND DIMENSIONS SHOWN ON THE DRAWINGS.11 , 1�
¢ STRUCTURES AND STORM PIPES ALONG THE PROPOSED STORM PIPE ALIGNMENT IN ORDER TO AVOID CONFLICTS. WHERE ACTUAL •`. i
v> 18. ALL HORIZONTAL AND VERTICAL SURVEY CONTROL POINTS SHALL BE PROTECTED AND UNDISTURBED. IN THE EVENT THAT A CONFLICTS UNAVOIDABLE, WORK SHALL BE COORDINATED WITH THE FACILITY OWNER AND PERFORMED SO AS TO CAUSE AS EARTHWORK AND RELATED OPERATIONS 3. INSPECTION AND APPROVAL. IMMEDIATELY PRIOR TO PLACING THE FILTER FABRIC AND ARTICULATED CONCRETE BLOCK - '* NO $P270 _
NTROL POINT IS DISTURBED OR DESTROYED, THE POINT SHALL BE RE-ESTABLISHED BY A FLORIDA REGISTERED LAND
z COLITTLE INTERFERENCE AS POSSIBLE WITH THE SERVICE RENDERED BY THE FACILITY DISTURBED. ALL AFFECTED UTILITIES SHALL
w METHOD TO RE-ESTABLISH THE POINT SHALL BE APPROVED BY THE CITY / COUNTY ENGINEER AT THE BE NOTIFIED PRIOR TO EXCAVATION IN THEIR VICINITY. CONTRACTOR TO POTHOLE ALL CONFLICTS OF EXISTING UTILITIES AND MATTRESSES, THE PREPARED AREA SHALL BE INSPECTED 8Y THE OWNER'S REPRESENTATIVE AND APPROVAL OBTAINED
SURVEYOR. THE ME . 3
EXPENSE OF THE CONTRACTOR. PROPOSED IMPROVEMENTS AT LEAST 10 DAYS PRIOR TO CONSTRUCTION TO CONFIRM CONFLICT RESOLUTION SHOWN ON THE 1. THE CONTRACTOR SHALL PROVIDE A QUALITY CONTROL PLAN FOR MONITORING OF ALL EARTHWORK AND RELATED BEFORE ANY FABRIC OR MATTRESSES ARE PLACED THEREON.
❑ PLANS.
OPERATIONS. THE QUALITY CONTROL PLAN SHALL INCLUDE AS A MINIMUM, ALL TESTS THAT WILL BE PERFORMED INCLUDING p'• Q $• �FSOI1j
w THE PROPOSED TEST FREQUENCIES, ALL MATERIAL SOURCES, THE NAME AND BACKGROUND OF THE PERSON THAT THE 48 HOURS BEFORE DIGGING CALL SUNSHINE STATE ONE CALL CENTER. 'A#tY7�
I-
19. THE CONTRACTOR SHALL PREPARE A COMPLETE VIDEO RECORD OF THE PROJECT SITE BEFORE BEGINNING ANY WORK. THE SOD CONTRACTOR WILL DESIGNATE AS THE CONTRACTOR'S QUALITY CONTROL MANAGER. THE NAME AND QUALIFICATIONS OF THE TOLL FREE 1-(800) 432-4770 �R ID P •' ����
w VIDEO RECORD SHALL INCLUDE ALL ROADWAY, DRAINAGE AND UTILITIES POINTS OF CONNECTION AND SHALL EXTEND A TESTING LABORATORY THAT WILL BE PERFORMING QUALITY CONTROL TESTING AND THE NAMES AND QUALIFICATIONS OF THE //� > •`"
1. THE SOD SHALL BE CERTIFIED TO MEET FLORIDA STATE PLANT BOARD SPECIFICATIONS, ABSOLUTELY TRUE TO VARIETAL TYPE
a MINIMUM OF 1800 FEET BEYOND THE WORK LIMITS TO DOCUMENT THE EXISTING CONDITIONS. THE CONTRACTOR SHALL ALSO AND FREE FROM WEEDS, FUNGUS, INSECTS AND DISEASE OF ANY KIND. ALL SODDED AREAS SHALL BE GRASSED AS SPECIFIED TESTING LABORATORY PERSONNEL THAT WILL BE PERFORMING THE QUALITY CONTROL TESTING. PAVEMENT MARKING AND SIGNAGE
N it ��
z VIDEO DOCUMENT ALL HAUL ROUTES NEEDED FOR THE OFF -SITE MOVEMENT OF EARTHWORK. COPIES OF THE VIDEO RECORD ON PLANS AND SURVIVAL GUARANTEED FOR NINETY DAYS FROM DATE OF REPLACEMENT. SURVIVAL OF ALL RELOCATED
O THE ENGINEER OF RECORD AND THE OWNER PRIOR TO SUBMITTAL OF THE FIRST PAY REQUEST. IF 2. THE TESTING LABORATORY THAT IS RETAINED TO PERFORM THE CONTRACTOR'S QUALITY CONTROL TESTING MUST BE 1. PAVEMENT MARKINGS: THE CONTRACTOR SHALL PROVIDE ALL NECESSARY MATERIALS AND LABOR REQUIRED TO COMPLETE
w SHALL BE PROVIDED TO TREES SHALL BE GUARANTEED FOR 1 YEAR AFTER TRANSPLANTING.
w DAMAGE TO EXISTING INFRASTRUCTURE IS RECOGNIZED DURING THE COURSE OF THE PROJECT AND CANNOT BE IDENTIFIED CERTIFIED BY A RECOGNIZED QUALIFYING AGENCY SUCH AS FDOT, CMEC OR AASHTO FOR THE TYPE OF WORK TO 8E THE PROJECT WORK IN THIS SECTION. MATERIALS AND COISTRUCTION METHODS FOR APPLYING PAINTED TRAFFIC STRIPES 10250 SW VILLAGE PARKWAY, SUITE 201
❑ AS A PRE -CONSTRUCTION CONDITION ON THE VIDEO RECORD, THE CONTRACTOR MAY BE REQUIRED TO MAKE PROPER 2, SODDING SHALL CONSIST OF SITE PREPARATION, FURNISHING AND PLACING SOD, STAPLES AND FERTILIZER AND IRRIGATING PERFORMED. AND MARKINGS, COMPLETE WITH REFLECTIVE GLASS SPHERES, SHALL CONFORM TO THE REQUIREMENTS OF SECTION 710, PORT SAINT LUCIE, FL 34987
REPAIRS. AT THE RATES AND MANNER DESCRIBED IN THIS SPECIFICATION FOR THE DESIGNATED AREAS. FOOT SPECIFICATIONS. TRAFFIC PAINT SHALL BE APPLIED IN ALL LOCATIONS SHOWN ON THE PLANS. IN THE EVENT THAT BRICK ' 3 772-462-2455
PAVERS ARE UTILIZED IN AN AREA PLANNED FOR STRIPING, COLORED BRICKS SHALL BE USED IN LIEU OF PAINT.
a 3. THE QUALITY CONTROL PLAN SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW AND APPROVAL PRIOR TO THE START OF _
z 20. THE CONTRACTOR SHALL VIDEO TAPE THE EXTERIOR AND REAR YARDS OF ALL HOUSES / BUSINESSES IN THE PROJECT AREA. 3. UNLESS NOTED OTHERWISE ON LANDSCAPE PLANS, SOD SHALL BE ARGENTINE BAHIA GRASS AND SHALL BE 12-INCH BY ANY EARTHWORK OR RELATED OPERATION.
2. SIGNAGE: THE CONTRACTOR SHALL PROVIDE ALL MATERIALS AND LABOR NEEDED, INCLUDING ALL SUPPORTING ELEMENTS, TO
z 12-INCH SQUARES OR OTHER COMMERCIALLY AVAILABLE RECTANGLES. THE SOD SHALL BE SUFFICIENTLY THICK (MINIMUM INSTALL SIGNS AT THE LOCATIONS SHOWN ON THE PLANS. MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO
w THICKNESS OF 2 INCHES) TO PROVIDE A DENSE STAND OF LIVE GRASS. THE SOD SHALL HAVE BEEN GROWN ON MINERAL SOIL. 4, UTILIZATION OF MATERIALS WITHIN ANY ROADWAY CROSS-SECTION SHALL BE IN ACCORDANCE WITH FOOT ROADWAY AND SECTION 700, FDOT SPECIFICATIONS. STOP SIGNS ARE TO BE HIGH INTENSITY REFERENCE PER FOOT STANDARDS, LOCAL q (�
r PAVING GRADING AND DRAINAGE NOTES 1 6-1 2
= 1. ALL UNSUITABLE MATERIALS, SUCH AS MUCK; ORGANIC MATERIAL AND OTHER DELETERIOUS MATERIAL AS CLASSIFIED BY
SOD SHALL BE LIVE, FRESH, AND UNINJURED AT THE TIME OF PLANTING AND SHALL BE PROTECTED FROM DRYING OUT BY TRAFFIC DESIGN STANDARDS (LATEST EDITION) UNLESS OTHERWISE SHOWN ON THE PLANS. COUNTY/CITY STANDARD AND THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. IF THE PROJECT IS WITHIN A COMMUNITY
= SHADING AND WATERING FROM THE TIME IT IS DUG UNTIL PLANTING.
' AASHTO M-145, FOUND SHALL BE REMOVED DOWN TO ROCK OR SUITABLE MATERIAL, AND REPLACED WITH THE SPECIFIED FILL DEVELOPMENT DISTRICT (OR THE LIKE) WITH SEPARATE SIGNAGE REQUIREMENTS, SUCH AS REQUIREMENTS
POSTS OR SIGN
o ILL IS CLASSIFIED AS A-24 BASED ON AASHTO M-145 CRITERIA, THE MAXIMUM PERMISSIBLE MOISTURE BODIES, ETC. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO BE FAMILIAR WITH THESE REQUIREMENTS AND PROVIDE
w MATERIAL IN MAXIMUM 12 INCH LIFTS COMPACTED TO NOT LESS THAN 100 h MAXIMUM DRY DENSITY AT OPTIMUM MOISTURE IN 4 FERTILIZER SHALL BE EITHER IN THE LIQUID OR DRY FORM. FERTILIZER SHALL BE UNIFORM IN COMPOSITION, FREE -FLOWING 5. IF THE EXISTING F LA - _ -___ - -
I ACCORDANCE WITH AASHTO T-99. THICKNESS OF LAYERS MAY BE INCREASED, PROVIDED THAT THE EQUIPMENT AND CONTENT SHALL BE 2 PERCENT ABOVE THE OPTIMUM MOISTURE CONTENT. SIGNS MEETING THESE REQUIREMENTS. AT NO TIME SHALL ANY SIGNS NOT MEET THE SAFETY REQUIREMENTS SET FORTH BY
w AND SUITABLE FOR APPLICATION WITH STANDARD EQUIPMENT. THE FERTILIZER SHALL CONFORM TO THE CITY OR COUNTY FDOT.
0 METHODS USED ARE PROVEN BY FIELD DENSITY TESTING AND CAPABLE OF COMPACTING THICK LAYERS TO SPECIFIED FERTILIZER ORDINANCES IN EFFECT ON THE DATE OF IT BEING PLACED AND SHALL BE DELIVERED IN BAGS, BOTTLES, DRUMS, SLC PROJECT
o DENSITIES. OR OTHER CONVENIENT CONTAINERS, EACH FULLY LABELED AND BEARING THE NAME, TRADEMARK, ANALYSIS, AND COMPACTION
z WARRANTY OF THE PRODUCT. NUMBERS 15 F 15
2. ALL AREAS SHALL BE CLEARED AND GRUBBED PRIOR TO CONSTRUCTION. 'THIS SHALL CONSIST OF THE COMPLETE REMOVAL 1. WHERE THERE ARE EXISTING STRUCTURES ADJACENT TO THE SITE THAT MAY BE AFFECTED BY THE SELF-PROPELLED STEEL =R
p AND DISPOSAL OF ALL TREES, BRUSH, STUMPS, GRASS, WEEDS, RUBBISH AND ALL OTHER OBSTRUCTIONS RESTING ON, OR 5. LIME SHALL BE DOLOMITIC LIMESTONE, AND SHALL BE IN ACCORDANCE WITH RULES AND REGULATIONS OF FLORIDA DRUM VIBRATORY EQUIPMENT, DENSIFICATION MUST BE PERFORMED USING EQUIPMENT THAT WILL SATISFY THE REQUIRED M N S P 42O 75� 2 T.
o PROTRUDING THROUGH THE SURFACE OF THE EXISTING GROUND TO A DEPTH OF ONE (1) FOOT. ITEMS DESIGNATED TO FERTILIZER LAW IN EFFECT ON THE DATE OF IT BEING PLACED. LIME SHALL, BE APPLIED AT THE RATE OF ONE TON PER ACRE DENSIFICATION WITHOUT THE RISK OF DAMAGE TO THE EXISTING STRUCTURED RL 420175120 „_ -- _.�_- ..
EE REMAIN, TO BE RELOCATED, OR TO BE ADJUSTED SHALL BE SO DESIGNATED ON THE DRAWINGS.
t