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GENERAL AVC/ 1'ES
1. Contractor is responsible for checking actual site conditions
before starting construction.
2. Any discrepancies on the drawings shall be brought to the
attention of the Engineer before commencing work.
3. Contractor shall obtain all required permits before commencing
work.
4. Contractor shall be responsible for location of all existing
utilities. The Contractor shall contact all concerned utilities
at least 48 hours in advance of construction operations.
5. No field changes or deviations from design to be made without
prior approval to the Engineer.
6. Slope grades from elevations shown to existing grade at property
line.
7. All pipe shall he laid in the dry.
8. Engineer shall be notified at least 48 hours in advance for
any inspection.
9. All areas disturbed by construction shall receive grass, mulch
or solid sod.
1.0. Refer to soils report prepared by Empire Engineering 6 Testing,
Inc., dated August 17, 1989, for existing soil conditions.
11. Survey and topographic information prepared by Lloyd & Assoc.,
Inc. dated July 24, 1989.
12. All construction shall be in accordance with the City of Sebastian
Land Development Code adopted August 28, 1985 and all other state
and local codes.
13. All density tests to be performed per AASHTO T-180 method. All
density tests results shall be furnished to the Engineer on all
subgrade and base work.
14. Concrete paving shall be cured with a pigmented liquid membrane
curing compound conforming to the requirements of ASTM 309.
15. Concrete paving shall be sawed contraction joints at least 1"
deep x ;" wide, maximum spacing 12 feet.
16. Any proposed sign for project shall comply with Section 20A-15 of
the City of Sebastian Land Development Code.
LEGAL DESCRIPTION - LOT 11
For a point of beginning, begin on the east side of a 16 foot alley
on the north line of Lot 11, Block 3, W.A. MARTIN'S SUBDIVISION,
according to a plat filed in Plat Book 3, Page 12, St. Lucie County
Records, produced Northeasterly; from said point of beginning, run
Southeasterly 50 feet along the East boundary of said 16 foot alley;
thence run Northeasterly on a line the same variation of which is
the north line of Lot 11, Block 3, W.A. MARTIN'S SUBDIVISION, to
the banks of the Indian River; thence run Northwesterly along the
banks of the Indian River to a point which intersects with the North
line of Lot 11, Block 3, produced Northeasterly; thence from said
point, run Southwesterly along said line to the point of beginning.
The above portion also being know as Lot 11, Block 5, of the un-
platted portion of Block E. , W.A. MARTIN'S (.E�c AND
EXCEPT the right-of-way for old Dixie ii uh%+,iy.
LEGAL DESCRIPTION - LOT 12
Begin on the East side of a 16 toot alley on the NOTth line of Lot 11,
Block 3, W.A. MARTIN'S SUBDIVISION, according to a plat filed in Plat
Book 3 Page 12, St. Lucie County Records, produced Northeasterly;
from said point gun Southeasterly along said 16 foot alley 50 feet to
a point of beginning; from said point of beginning, run Southeasterly
along the East boundary of said 16 foot alley 50 feet; thence from said
point run on a line parallel to the North line of Lot 11, Block 3,
W.A. MARTIN'S SUBDIVISION, to the banks of Indian River; thence run
Northerly along the banks of Indian River to a point which intersects
on a line produced Northeasterly from the point of beginning on the
same variation as the line immediately above described; from said point,
run Southwesterly along said line to the point of beginning.
The above portion also being known as Lot 12 of the.unplatted portion of
Block E, W.A. MARTIN'S SUBDIVISION.
Together with all riparian rights pertaining thereto.
Subject to all taxes, easements, and restrictions of record.
Subject to the road right-of-way for Dixie Highway.
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61" Relnf. Wheel Stop 61"x 6- eoleo W W. M, min.
Clghl �5rooln 1 enish 5000 P:5.I Cornpressrve
ti"ength rh 30 Oo ys,
or 5 "unr-cln{orced
15.
Ploce 60 horn o f
Sod 3" 5e10W foveag
Sucfoc'e " St`obllrZcd Subgrodc
C' 96 °10 Dcnsll'y r= 6. V 75
COIVC9E7'E PQVIAIG 067'414
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�~ type s-1 �spholt
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P10CE 4?O,77 o{
Sod 3" 4�w r°oveag
gui•foce '
Clrrrcrock or co? 8osc
93 Derrsrty goer gQS�lTO l t80
� " 5'tobr lr zed Subgrode
�' 95 °�o Oerrsrty per /-JQSNTO
l- l80 f B. V 50
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- Povernen 1
FJottom C1. G.O CEGEAID
_5ECRON B - 8
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Proce 5orrorn of sod 3' - Un,-cenfoCced COOCIe,C
below cone. SUlfOCG 1000 P. S. r.
J1,10EW049 0Etr.41
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Flow Cane
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SECTION B-B
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Call CocrCcete to
be 5000 e. S. Z.
PLAN VIEW
MITERED END SECTION
(!Fxrsttng Spot Elcvottons G x 5
Pcoposed 6poe Elevatrol7s r�
Droenoge flow 4)r!-0w
NOTE = 5'ee Archr tec is Orovvrn9s for
Corrdscop.f Detor ls.
Solld Sod
1 Welc E1. 5.0
tllyllhUl�lls(11�11�//` ��`.(II ;Iil?hIi -111 ►Nf_
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V!C!Nlry MAP
S1TE OATA
7onen9 = COQ
To to( 5lte Qceo = O. 76 Ac. = 3Q, l5d S f = IOO,0fo
Burdrng 619C = Mull`rple - For77111
8u�ldrrzG l�erght = 18�Q
P0ve-7?.fn 5e'dewol,�/ i fote0 4rco = 6,1,25 5f
Lviceen Qc(fo = ?3, 921 5ec = 70. 1 ro
These Om h" been smikNO wW appnVrd by fit! FII/fY1) MW (it *
Health t rA tt! Opolft is�Ntllif--SHAtiN
No. traWAa 4.SepikTank LtdS '
f;
i,wm.. Sq. Ft of Drairfi}t11Q iK?a4" Md8 for
pow YANK MW laosv4pffesTo Wnwrm
P,4RlllN%
Porl.�ln� S�ooces Qc�ul1 cd = (Mvl1`lpll=orrrel «
y Owellr9)
? S�oocesl/ Unrt = Q Units x 2 6,00ce5 = 8 dpoces
OPor,. ec?g 6p0ces Provided = 8 5'pcce5
WASTEWATER OATH
- ? oedroorn Ulwts = 1,200 gol�doy
4veroge Sewoge flow = e, ?00 901( doy
acyurred 5epttrc Torn! 5'rze = ?, ?OU gol.
Qeguered Orolnfreld 5eec = 1,200 gol/doy x 1, ?5 x SF = 7505E
2 yo!
Toto1 Green 4reo Provided = 750 5.f, x 5 = e?50 S.f.
Oclnl�rn_C Wotcr to be orovrd,-d 6y 2" potcblc we11
OWNER
�1on frc!-rch
701 South A4 St
Cohcwocth, fl• 33Q60
PER N1 ! T5 QEQUlQEO
W, M. D. dOC - Q? Orschorge �crrnrt
2. Cr ty of .5eba5tron Sr tc Plor�
3. l I. C :5ep1rc lonh Pern-lrt.
Publrc works Orive010_g rc7etr77rt.
PQOJ EC T SC�1 E0 UC F
Peolect wil,r stort veOon lecerpt Of 011 opplicoble
pei•rrrrts Wrth, constuctron Cornolctlon wrthrn
G rnonthS.
NOTE
WITHIN THE AREA OF ALL RETENTION AREAS AND SWALES,
THE EXISTING HARDPAN LAYER ENCOUNTED RANGING FROM
1'-1.5' FEET IN THICKNESS AND APPROXIMATELY 1 FOOT
BELOW EXISTING GRADES SHALL BE EXCAVATED 1 FOOT
BELOW THE HARDPAN LEVEL AND REPLACED WITH GOOD
CLEAN SAND.
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