HomeMy WebLinkAbout1969 - (#101) Development Plan91
Q
QUANTITIES
NEM
o DESCRIPTION UNIT QUANTITY
I CLEARING AC 15.89
-- -- -- --- - -- - -- - _ -
2 BURNING AC 15,89-
3A ROADWAY CUT + SELECT CY. 2$7D4,
38 ROADWoy FILL CY 1770$•
3C LOT FILL CY. 65726•
3D DEM UCK C —
__ 4 _ DRAT NAGE (SEE PIPE SCHEDULE )
5 DEROCK -- -- ----- -- S Y. 28813,
6 FINE GRADE S.Y 28813,
7 SOIL -CEMENT S.Y. 28813.
8 PRIME £ SAND S.Y 28813,
9 PAVING S.Y. 27567.
10 SWALE DRESS s.Y. 3364
II GRASSING S.Y 33645. {
12 SIGNS EA. $
13 MAINTENANCE L.S
14 --
15 GUARD RAIL L_F 130 --,
INDEX
SHEET No
I
COVER SHEET
2-3
PAVING & DRAINAGE PLANS
4
ROADWAY DETAILS
5
STANDARD DETAILS
6
BULKHEAD DETAIL
7
PIPE SCHEDULE
A PORTION OF
UNIT FOURTEEN
CITY OF SEBASTIAN, INDIAN RIVER COUNTY, FLORIDA.
WORK RELEASE
31—,38
\�««<
D-03
2
9
0
9
L
o�
ZSTREE
0 29 28
a
3W
.1y LL
nw_v_f
�WA8AS30 u _ R04-0 - - _ STATE N0. Slp
LOCATION MAP
ENGINEER'S NOTE
I - ELEVATIONS ARE BASED ON U S.0 & GS DAT JM M.S L .
2 -ELEVATIONS SHOWN THUS 1'211 REFER TO FINISHED � PAVEMENT
GRADES
3 -RADII OF PAVEMENT RETURNS TO BE 35' EXCEPT WHERE OTHERWISE
INDICATED
4 -UTILITY & 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
o- 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 �.II . ; ALL CULVERTS UNDER STREETS
SHALL HAVE SAND CEMENT RIPRAP OR CONCRETE HEADWALLS
8- SWALE ELEVATIONS INDICATED THUS 24.8
9- PAVEMENT SWALES INDICATED THUS: t34
10 -THE DISTANCES, BEARINGS, ANGLES 8 LAYOUT OF THE
RECORDED PLAT SHALL GOVERN OVER THE DEVELOPMENT
PLANS
11- SAND CEMFN�T RI PRAP SLOPE PROTECTION INDICATED THUS: ® AND
SHALL BE AN INTEGRAL PART OF THE HEADWALL IF
OCURRING AT A PI PE
12 -SIDE SLOPE ON OUTFALL DITCHES SHALL BE 3:1, BOTTOM 3.0�
EXCEPT WHERE OTHERWISE INDICATED
13 -ALL LOT ELEVATIONS SHALL BE AS HIGH OR HIGHER
THAN THE ADJACENT STREET ELEVATION
14 -STREETS WHICH ARE SHADED ARE EXISTING AND SHALL REMAIN
AND SHALL RE Al TERVD ONLY AS INDICATED BY THESE PLANS
15 -UNLESS OTHERWISE INDICATED, CONSTRUCT GUARDRAIL BOTH SIDES
OF ROADWAY, WHERE ROADWAY CROSSES CANAL OR DRAINAGE R/W
WITHIN LIMITS OF CANAL OR DRAINAGE R/W.
W W
00 m
\� M M
J\ WIW
JO\ 0 0
P A,
v
�p I p�
y
Pg co
�0 F� E�•
4
So7��G 6 N
COL L_/EQ /2 7 C.PE_EK
/3 /B
NOT SUBDIVIDED
KEY MAP
N
1
800 400 0 800
W. R. D-03
i 7
GENERAL DEVELOPMENT CORPORATION
MIAMI FLORIDA
DEVELOPMENT P LAN
SEC. 7 T W P. 31 S R G E. 39.E
SFC. L2 T WP. 31 S R r. L_28 F„
JAMES E. CLARK��' CIVIL ENGINEER
REG. ENGR. N° 60U i MIAMI FLORIDA.
DATE: /YIAY /969 DSGN. BY G.!! CK'D. BY.:fG' RELEASED BY: SHEET N0.
SCALE:ASS &41 DRWN.BY. IAPPR.BY:/-?//, s' OF 7
FILE: WR D-03
0
14
I
- ' t x \
_ ."AV
t� . rj
�c9 `` �` 100 50 0 100 200
3'
SCALE IN FEET
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m GENERAL DEVELOPMENT
RA
..F MIAMI FLORIDA
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1519 I�F
IVIN
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' L' S �� �7��'Fo�rt� vK � � CIVIL ENGINEER
t
! JAMES E. CLARK
,• REVlS L> GRADE ' IT,I EXFST, TCPt? REG. ENGR. N° 608 ,` MtAMi, FLORIDA
y DAfiB - DE CRIPTION CK°D eY AFFR. BY DATE:gm 0 Y. CK'd BY: t�1'� RELEASED BY: SHEET NO
N. G`,
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\ SCALE IN FEST
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GENERAL DEVELOPMENT CORPORATION
MI AM1n 1- • �.. FL RtDA
401,011�1,4
�^M
,
/�"9J45 7>41'F -
17
JAMES E. CLARK CIVIL ENGINEER
. �f�?(� CC V1 ;E ' Gk:4,5E5 /-0 C��V,�!>F�a W17 -1V EX/ST. T4PO REG. ENGR. N° 60�� �:� �• ¢"� MIAMI, FLORIDA -
4 DESCRIP
f DATE DWN BY r10N CK'D BY APPR.BY DATE r DSGH BY: Y. CK•D BY:,,# RELEASED BY: SHEET NO.
�FV1 �iI+A� _SCALE. i DWN BYd 5. (APPR. BYr/ 3 OF
` _ F/L f 14111F Z)_03
R/W
7' 3 VARIES WITH R/W WIDTH
MAX.
f
{
i •
f �
i
DEPTH PER GRADE _
ON DEVELOPMENT PLAN. DESIGNED , .� �•
RIGHT OF WAY VARIES FROM 50' TO 100'
20' ON 50'870' R/W- 24' ON 80'8 100' R/W.
4, 4
12" 12°
I
a.c.s.c. TYPE a
16i
6 SOIL CEMENT BASE
-- �' g" STABILIZED_�SUBGRADE (50#)` -
TYPICAL ROADWAY SECTION
R/W.
VARIES WITH R/W WIDTH 7'
MAX.
DEPTH PER
4 DESIGNED-; DEVELOPMENTGRP LADEN ON
INCLUDING ALL R/W WIDTHS
NOT TO SCALE
NOTE
ON MINOR STREETS (50- TO 70- R/W) CONSTRUCT 6" SOIL CEMENT BASE, PRIMED WITH I" A.C.S.C. TYPE �.
ON ARTERIAL STREETS (80' TO 100 R/W) CONSTRUCT 8" STABILIZED SUBGRADE (50*' F. B.V.) AND 6" SOIL
CEMENT BASE, PRIMED WITH I" A.C. S.C. TYPE -U.
(_'40' PIPE CROSSING
i
i
i
�•-_-.-_-�--
TO OUTFALL J
-- -F= _ - i—�}-"-- _---�------- �
0
0
tih� l I A
I
0D
36 PIPE CROSSING AT PC. OF PAVEMENT RETURN
Lo
CROSSING AT PC. OF PAVEMENT RETURN
FLOW LINE OF
ROADSIDE SWALE
3 3' i 3
I
28-- - •.� -- 24 -28' - _1 38' 2438 '
NOTE- 100'R/
- - $ 0' R / W. _ -- --moi — --
- --- --�-W
DIRECTION CF FLOW
FOR EXAMPLE ONLY,
TYPICAL INTERSECTIONS A
NCT TO SCALE
INTERSECTING STREET
i
fj-�— — 35- --- - 451 - - -
12" UNLESS OTHERWISE SHOWN
ON DEVELOPMENT PLAN,
SECTION A -A
TYPICAL SWALE CROSSING PROFILE
NOT TO SCALE
i
9Z
9.80
`-EDGE OI'• PAVEMENT
1004
S0, �
R GRASISED
ISLAND
.00 9.75 10.00 10.00 9.75 9.0 .
-
CONTROL
POINT'
SWALE GRADE UNE
996 ,
35 R
T .87 9.62 9.6 8.8
19.87
j
0�9O0-t— -0'ot
_50
TYPICAL CUL-DE-SAC
NOT -0 SCALE
I
W. R. D-0
i GENERAL DEVELOPMENT CORPORATION
MIAMI FLORIDA
SEBASTIAN HIGHLANDS UNIT FOURTEEI
TYPICAL ROADWAY SECTIONS
SEC. 7 TWP• 31 S RGE. 39 1
SEC. 12 TWP. 31 S RGE. 3 8 1
JAMES E. CLARK � CIVIL ENGINEEI
7-28-7C G.V. PVMT. WIDTH CHANGED FROM 18'T020'I GV P.M. REG. ENGR. N960 MIAMI, FLORIDI
DATE DWN.SY DESCRIPTION CK'D BY APPR. BY I DATE: MAY /.9�o.°J OS(iN. BY: C. J/ I CK'0 BY: Fc. IV RELEASED BY: I SHEET NO.
REV ISI 0 N S �` AS SHo/f'N DWIC MY: s R APPR. BY : /� 4 Of 7
FIL E WR Q- 0 3
PIPE SECTION "A" 101-011 21-011
Y
,� i ►,� 1 I� ► � i l i�l!I�ItINI� I�
ifBil SPAN OF PIPE "N B
72'1
�! � I I1� � J�iill j r III
ii I Ill��j,llI�'� i i Ijli liii� ji'
� I '� i I i � i i I i� I � I`���' j j '' � ! �
I! Il�iiil� iijiliilllf I ii �i
SAND CEMENT
RIPRAP HEADWALL
QUANTITIES
w
T- 11c __%
cr
Qj w
_j;;r E
23 V2
A
BOTTOM
cr w
wo S z 0-
SIDE
L.L Z cr 0
1. =) 0
CU. YDS.
< 0 y
T_ cr
UQ
0,
S W ILL
I
NIT
LA -
7.0
.62
25"x 16"
6
3
6
21 5
.78
2.9"x 18i
6
3
6
22 5
.81
36"x 2211
7
3
'IT
28 6
1.04
�-GRADE
8
4
11
�9
1.26
50"x 31
4-#4 BARS VERTICAL
4
REINFORCING WITH
SPIRALS.
34 7
12 GA
58"x 36"
9
5
14
0
1.56
18
6
3
6
21 5
.78
21 0
6
3
8
25 6
.93
24" 0
6
STREET
SIGN DETAIL,
27 6
NOT TO SCALE
PIPE SECTION "A" 101-011 21-011
Y
,� i ►,� 1 I� ► � i l i�l!I�ItINI� I�
ifBil SPAN OF PIPE "N B
72'1
�! � I I1� � J�iill j r III
ii I Ill��j,llI�'� i i Ijli liii� ji'
� I '� i I i � i i I i� I � I`���' j j '' � ! �
I! Il�iiil� iijiliilllf I ii �i
SAND CEMENT
RIPRAP HEADWALL
QUANTITIES
27
MINIMUM
BAGS NECESSARY FOR
CONSTRUCTION
23 V2
SIZE
BOTTOM
TOP
SIDE
TOTAL COURSES
CU. YDS.
22"x 13"
6
3
4
17 4
.62
25"x 16"
6
3
6
21 5
.78
2.9"x 18i
7
3
6
22 5
.81
36"x 2211
7
3
9
28 6
1.04
43*x 27"
8
4
11
34 7
1.26
50"x 31
8
4
1 1
34 7
1.26
58"x 36"
9
5
14
42 a
1.56
18
6
3
6
21 5
.78
21 0
6
3
8
25 6
.93
24" 0
6
3
9
27 6
1.00
30"0
7
3
11
32 7
1.18
36" 0
7
3
14
38 8
1.41
ADDITIONAL
BAGS NECESSARY
WHERE
BACKFILL
IS PARTICULARY
UNSTABLE
4-1/2" STEEL PINS
12
Ir -14-1 N. I
C.M. SEEPAGE PLATE AND
SADDLE SEE DETAIL
�R
OUTFALL DROP STRUCTURE
A
B
18
27
22
11
2.5
25"
23 V2
2911
2 P/2 it
36'1
18°°
= �
(D
[iijill I
18
11
III
C.M. SEEPAGE PLATE 811 SADDLE
SINGLE BAG RUN ALLOWABLE ONLY
TO FIRST COURSE BELOW TOP OF PIPE
INSERT 4-1/2"STEEL PINS
ill
� I� iI!
21-044 _2#-07_ _21 0##
MIN. MIN. MIN.
PIPE ENTRANCE OR SPILLWAY WHEN
CALLED FOR ON DEVELOPMENT PLAN
SAND- CEMENT RIP -RAP HEADWALL
B X Y
2 2.8 26.4
4 38 28.2
REFER TO PIPE SCHEDULE FOR x 6 4B 29.9
ASA LENGTHS ON PIPE SECTION B J I I 8 5.8 31.6
10 6.8 33.4
c
Y
12 78 35.1
4 14 8.8 36.8
16 9.8 38.6
18 10.8 40.3
20 11.8 420
ALL DIMENSIONS ARE APPROXIMATE
AND ARE BASED ON A PIPE RISE
DIMENSION OF 18
11
WATER LEVEL VARIES
"Ti I11y�
�_4_ ±_f _-' } -t- '{- --1
tT-1i T-1 -
-1-
II
30
711110
0
21-011 PIPE SECTION "C" 81-011
/ IIIIi///- -
Ld
cr
U
zUJI
/1'�k.C.S.C. TO MATCH ADJACENT PAVEMENT.
oz
y CULVERT POSIT -ION CONTROL POINT
i
EXIST. 6f 12 u 12"_ 6'MAY BE ALTERED TO
PAVEMENT 66'(POSITION
MEET EXISTING FIELD CONDITION.)-
...........
6" SOIL CEMENT -
COMPACTED
FILL
F21
PIPE ARMOR DETAIL
NOT TO SCALE
GRATE V)
uj
ST
10, 18" >
(Di
U) L NOTE: FOR SLOTS ELEV. SEE
w CROSS PIPE Ek INLET DETAILS SHEET
X
BANO
36"
F-
15,5 15' FOR 50860 R1 W. . 1
20' 20'FOR 80 R/W.-30'FOR IOD'R/W.
SIDE VIEW
NOT TO SCALE
6z ST
TRANSITION SWALE TO MATCH w
INLET uj w
o >
w
6'k6"*4/4 WIRE MESH.
'30000 CONCRETE.
CONCRETE
HEADWALL QUANTITIES
PIPE
SIZE
CONC.
REINFORCING -2 -*4
BARS
SPAN
IN IN.
RISE CU YDS
IN IN,
LENGTH OF EACH TOTAL
WEIGHT LBS.
18
11
21
8'-10"
11.8
22
13
.26
Id- 9
14.4
25
16
.32
12-3"
16.4
29
18
.38
14-1
18,6
36
22
.51
17-4"
23.2
43
27
.66
20-9"
27,7
Top
of headwall to be level
wllh
c ro wn of Toad or 6"m/a
D
D
0
7
')16
D
Qi
-6 6" 6'0
L 7 3 D_ 6'
Rein lorcll?q 2 -*4 bars
Itald benl 05 517OW17
CONCRETE HEADWALL
- - - i -1- I -� --- - -- ---- ' W.R. D- 03
GENERAL DEVELOPMENT CORPORATION
4 -
MIAMI FLORIDA
"LOTS 1 SEBASTIAN HIGHLANDS UNIT FOURTEEN
SWALE STANDARD DETAILS
PLAN VIEW I SEC. 7 TW P. 31 S RGE. 39 E
NOT TO SCALE SEC. 12 TWR 31 S RGE. 38 E.
4.21-6S I.R. REVISED DIST. a NOT OF PIPE INLET F C. M. p. M. JAMES E. CLARK CIVIL ENGINEER'
445-69 S.R. CONC. HEADWALL QUANTITIES REVISED SIZE 43"X27".76C.Y. TO.66 REG. ENG. N2 6 06$e`� MIAMI, FLORIDA.
CORRUGATEDMETAL PIPE INLET DATE DWILBY DESCRIFTIOh CWD NY AP". NY DATUMAY 19 6.9 DSGN. BY: 6. V CK*D BY:RELEASED BY: SHEET POO.
REVISIONS SCALE: AS SHOWN I OWN. By: 5. R. I A"*. BY 5 OF 7
FILE WR D-03
' �leV C7l7c/& r 1 J, ,� � '9 £ f" We+�p fiL?1 cn. d �¢ Qyv '? ,`0/" O CMP FAC
Cep , l f invert of pipe to be, u lower
( f ,a r �i�1 i . than control clev m street swak
r, Provldc / layer of Car hage My US`
r -- �" J /cs /0- o
*'411tc r - x a/`a/h orad ! c. ff loocket tvo%d rCo10S lop
f
' Of '9 Crusbeol ro clir 1t7d each hole,
6
-E
tv
SECTIO
Bertrl alf /5.0
%w ch" 7m r batlarra --
4 r ¢xt¢ncl C �t� 7`;`f i
� S < l I
In to cap. C,-+- 2— 2- .'-T r r .V or
J.
ryry P p -e
-
I ? Ul" &Or a, "c r Slope to dressed CMP FA C I =
he
_.
Ci
r
h
'tial v %moi fC7�/f` fa'
f
� � � . - 4 U b ars ook¢d
around cut edge
1-------�--- -� of corruq at¢d shaQt
FRONT VIEW
DETAIL OF PIPE TRU BULKPEAD
---- W. R. D-03
PORT ION OF SEBASTIAN HIGHLANDS UNIT FOURTEEN
GENERAL DEVELOPMENT CORPORAT
IOM
MIAMI FLORIDA
i
/V/ XVL.'.._�n -. t..l -w'`?d.. .-E'C%-.'
y � 7 f'" , C1ORRV617TL l
t
R.A. 34UEM CIVIL ENGINEEI
I raa, dmY nes. 0-541 MIAMI, FLORIDi
CK'DBY APPR.BY DATE. MAY I��9 DSGN.BY: CK•DBY: RELEASED BY: SHEET NO
SCALE: /Y 7S DWN. BY: ✓ri A" BY :
FILE __ 44r';
,
l" �refar1'ned .
i r l i i r
WA f F r� j' E
t-,+✓
)oIrrts it., Cor c. cap e,
/00 max, spccin
Use 2j 'ie bock$
_.. Q�+.� wi(��W%�.
-
,....
h
: r > �,!'v (�^�
C1,, S ' ! i.. . , � I
wo fie, Gck rv�"S orr
i
{ ' `'�. .� •� �.
.3'h- '_ i" 01xhOr o), aU. /0. Colic.
t,,.
x
<
r �
;.
cap
FLA N
V I A �
Ilk
I - — '07r101 G•rC01C iyp : 2
//�nnfy jy2 J1 / yV �% jy%f� [�
ce r,,xr, X 44. shad°
�---� �4 bars. exfand
.'
i0`' •t � L'c�rr�.f�c�f� ,s�' �`
rod In
info cap
!
' �leV C7l7c/& r 1 J, ,� � '9 £ f" We+�p fiL?1 cn. d �¢ Qyv '? ,`0/" O CMP FAC
Cep , l f invert of pipe to be, u lower
( f ,a r �i�1 i . than control clev m street swak
r, Provldc / layer of Car hage My US`
r -- �" J /cs /0- o
*'411tc r - x a/`a/h orad ! c. ff loocket tvo%d rCo10S lop
f
' Of '9 Crusbeol ro clir 1t7d each hole,
6
-E
tv
SECTIO
Bertrl alf /5.0
%w ch" 7m r batlarra --
4 r ¢xt¢ncl C �t� 7`;`f i
� S < l I
In to cap. C,-+- 2— 2- .'-T r r .V or
J.
ryry P p -e
-
I ? Ul" &Or a, "c r Slope to dressed CMP FA C I =
he
_.
Ci
r
h
'tial v %moi fC7�/f` fa'
f
� � � . - 4 U b ars ook¢d
around cut edge
1-------�--- -� of corruq at¢d shaQt
FRONT VIEW
DETAIL OF PIPE TRU BULKPEAD
---- W. R. D-03
PORT ION OF SEBASTIAN HIGHLANDS UNIT FOURTEEN
GENERAL DEVELOPMENT CORPORAT
IOM
MIAMI FLORIDA
i
/V/ XVL.'.._�n -. t..l -w'`?d.. .-E'C%-.'
y � 7 f'" , C1ORRV617TL l
t
R.A. 34UEM CIVIL ENGINEEI
I raa, dmY nes. 0-541 MIAMI, FLORIDi
CK'DBY APPR.BY DATE. MAY I��9 DSGN.BY: CK•DBY: RELEASED BY: SHEET NO
SCALE: /Y 7S DWN. BY: ✓ri A" BY :
FILE __ 44r';