HomeMy WebLinkAbout1970 - (#107) Development PlansP
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QUANTITIES
ITEM
No
I
DESCRIPTION
UNIT
QUANTITY
i
CLEARING
AC.
35.5
2
BURNING
AC.
35.5
3A
ROADWAY CUT 81 SELECT
CY.
79640
3B
ROADWAY FILL
CY.
9499
`3C
LOT FI ILL
C Y.
54328
36
DEMUCK
CY.
4
DRAINAGE (SEE PIPE SCHEDULE)
5
-DEROCK
SY.
71025
6
FINE GRADE
S.Y.
71025
7
SOIL -CEMENT - - - --
S.Y.
71025
_
71025
8
PRIME SAND
PAVING - ----- - — -
----
S.Y.
9
S.Y.
67863
-
10
SWALE DRESS
S.Y.
85389
11
GRASSING ----
S.Y
85389
12
SIGNS
EA.
31
13
MAINTENANCE_ _ _
L.S.
14
BARRICADE " ---
EA
15
GUARDRAIL
LF
1052
,
R ,
UNIT FIFTEEN
• ins
RIVER COUNTY,FLORIDA ENGINEER'S NOTE
CITY OF SEBASTIAN, iNDIAN
I - ELEVATIONS ARE BASED ON U.S.C. & G.S. DATUM M.S.L.
2- ELEVATIONS SHOWN THUS 21.1 REFER TO FINISHED � PAVEMENT
GRADES
NET LENGTH • 5.46 MILES. 3- RADII OF PAVEMENT RETURNS TO BE 35' EXCEPT WHERE OTHERWISE
INDICATED
4-UTILITY 13 DRAINAGE EASEMENTS ARE LOCATED AS INDICATED
ON RECORD PLAT
5-FINAL DISPOSITION OF (STORM RUNOFF SHALL BE IN ACCORDANCE
WITH THE MASTER PLAN SUBMITTED BY THE GENERAL. DEVELOPMENT
CORPORATION FOR SEBASTIAN HIGHLANDS SUBDIVISION
6- MATERIALS FROM ROADWAY CUT SHALL BE PLACED IN FILL AREAS
INDICATED BY GRADES ''AND THE EXCESS WASTED ON THE LOTS
ADJOINING THE CUTS
7-CULVERTS INDICATED THUS: ;ALL CULVERTS UNDER STREETS
SHALL HAVE SAND CEMENT RIPRAP OR CONCRETE HEADWALLS
a 8-SWALE ELEVATIONS INDICATED THUS: 24.8
- PA.V - 9 EMENT SWALES INDICATED THUS:.
10 I HE DISTANCES, BEARINGS, ANGLES 8 LAYOUT OF THE
RECORDED PLAT SHALL 'GOVERN OVER THE DEVELOPMENT
30 '- PLANS
II- SAND CEMFtJT RIPRAP SLOPE PROTECTION INDICATED THU A S � ND
�- SHALL BE AN INTEGRAL PART: OF THE HEADWALL IF
OCCURRING AT A PIPE
�-• 12-SIDE SLOPE ON UTFA
0 LL DITCHES SHALL BE 3.1 BOTTOM 3.0
ROSELANO
EXCEPT WHERE OTHERWISE INDICATE
13- ALL T L LOT ELEVATIONS SHALL BE AS HIGH OR HIGHER
9 THAN THE ADJACENT STREET ELEVATION
SEBASTIAN HIGHLANDS ...,
14-STREETS WHICH ARE SHADED ARE EXISTING AND SHALL REMAIN
YACHT CLUB
A
AIRPORT AND SHALL BE ALTERED ONLY AS INDICATED BY THESE PLANS -
15- SWALE ELEVATIONS SHALL BE ONE FOOT BELOW CROWN
0 J ELEVATIONS
UNLESS OTHERWISE INDICATED.
Z
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y 17 : �'� p� l �Or' 4 9
NC4 9 2 - -
of >
4 9 2 �i�g'C� I
osement
31 38 �� ` ; 3 J, ��S F.� 493 4933 ?II cn
ILDRAINAGE _R W.494
1000 500 0 1000'�� II.
v� ;0 �.- 497 498 499 �I
_ zll z
19�� 'A P� 496 ,4 ell
Zb. 2I � SEBASTIAN 501 o L I
a 9 L 5 HIGHLANDS
0P UNIT :14 ( I
9 'TJ 500 l
,502 _ 1
12 7 ---Drainage h1w.- _
-�' S V4 Cor.
Sec.7-31-39
Not Subdivided
& in KEY M A P
GENERAL DEVELOP ENT CORPORATION
TREE O
Z \T
�o s
-�� MIAMI FLORIDA
0 26 - - �� <<�� 29 9` 28 DEVELOPMENT PLAN FO R
o
cn ` SEBASTIAN HIGHLANDS SUBDIVISION
3 �o - UNIT Fl F TEEN
Sec. 7 T wp 31 S Rge.39E. 8, Sec.12 TWP.31 S. Rgo.38 L.
n►T�
WABASSO RO STATE ROIOD NO. SIO 7 i'.
James E. Clark �- 14-j CIVIL EN �iNEER
Reg. Engr. N°60 "'"�" MIAMI FLORIDA.
DATE: qY ► s 70 DSGN. BY: R.R. CK U. SY: � I' RELEASED BY. SHEET N0,
LOCATION MAP
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