HomeMy WebLinkAbout1992 Sebastian Lakes Laconia Street & Roseland Rd Overall Site Plan---------------------------------------------------
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SHEET 2 OF 6
SHEET 4 OF 6 SHEET 3 OF 6
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I ° R=25.00'
a = 62' 10'5 1"
R=50.00'
I <`� 6 = 24235' 17'
A=211.70'
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S 8935'34' W 8.45'
O
S 00'2426' E
1027.42'
Oa
= YY 13' R=500.00'
A=26. 65'
ON
02'38'47' E
60.61 '
ON
02'38'47' E
102.04'
O6
= 03'08'01 " R=500.00' A=27.35'
O7
S 00'29' 14" E
165. 41 '
O8
S 00'29' 14' E
1254.04'
O6
= 4741 '41 "
R=178. 35' A=148. 46'
10
A = 39' 1 O' 13'
R=263. 00' A=179. 80'
11
a = 12'36'48"
R=263.00' A=57.90'
12
N 52' 16' 15' W 557.97'
13
a = 16'31 ' 18'
R=584.00' A=168.40'
q�p..�---J------------- ----- — - — - — - — - — - — - - — - — - — - I
N N 00'2426' W ®961.df9 / R=470.00' ------ - �--------------------�-----------------®----_--
R=148.35'=� 10 s- 1 -`
N I ,/ a = 19'51 '7' \ " N 00'29' 14" W ° 1199.03' `
A=25.05' A=51.40' \ 3 001p N I I
N / R=25.00'� / R', 1 + I
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/ N 02'38 47" E i 11 �- �0A 55,
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Lo , A=45.92' \ P I I I
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APPROXIA A E
EDGE OF WATER
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CONC. PAD
WIELCMJC BOX Gp
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6.5'x6' M/IERID
36' R.C.P.
ME INV.:17.17
S. W. INV.-17.20
IV 2
PROJECT BENCHMARK
BOX CUT IN TOP OF CURB 1<�x9'MRERID END
ELEVATI0N=22.91
N / f-'i o,Iecf Ber7C171nor-k
U. S. C. 3',F G. S'• AfO/nc/rn en 7-' /V s 2-/ 9 9
E/evo7'i0/7 2/33 MS.L. 40007�CO'0,7
The /vo,--Y4h 5io�e of Rose%d.400c/j
x. /70 `r WeS7" o/_ 57477C,mod
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GATE 6
7E
(A ER
NOTES:
1. Location of existing utilities as shown on the plans are approximate, and are based
on the i:,st available information. Contractor shall verify utility locations before
beginnin; and bring any deviations to the attention of the Engineer.
2. Notify existing utilities with facilities in the area 48 hours prior to constf action:
Southern Bell Telephone (800) 432-4770
Florida ,wer & Light (407) 631-2000
City of ' _bastian (407) 589-5490
3. Unless o:*1,erwise'noted, all paving centerline grades are 0.2916.
4. The Con t_or shall supply As -Built information from a F-I. ;da Registered Surveyor
for the
Drainaq ;'�'dc_•;icnt Elevations at Elevation Points. shown on Plan
R/W cross --sections at 200 ft. centers
Storm inlet top and invert elevations
Storm sewer inverts
Computed storm sewer slopes.
The above information shall be provided to the Engineer by a Registered Surveyor
at the :;ontractor's expense. The drainage As -Built information is due prior to
paving. The finished paving grades are due within 10 days after completion of the
paving.
5. Traffic control signs shall comply with the Manual on Uniform Traffic Control
Devices for Streets and Highways (US DOT) and with the F.DOT Roadway and Traffic
Designs Standards, Index No. 11860.
6. Stripes shall comply with F.DOT Roadway and Traffic Design Standards, Index 17346.
7. The Co,itractor shall use appropriate measures to prevent erosion and transport
of sedirtjent to surface drains. The Contractor shall use hay bales, silt barriers or
other appropriate measures to mitigate adverse impacts to existing surface water
quality. Turbidity barriers must remain in place until construction is completed,
soils are stabilized, and vegetation has been established. Seed and mulch all areas
disturbed by construction; sod areas steeper that 4H:IV.
8. All proposed elevations refer to National Geodetic Vertical Datum, see Project
Benchmark on Sheet J.
9. All pipe lengths are approximate and are measured from center of fittings and/or
structures.
10. Conflicts between water and storm sewer are to be resolved by adjusting water
lines as necessary upon approval by Owner's Engineer.
11. All con,,rete used on site shall have a minimum compressive strength of 3,000 PSI
at 28 dens, unless otherwise noted.
12. Testing reports shall be copied to the County Engineer's office and paid for by
developer.
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PROFILE ROSELAND ROAD
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PROFILE LACONIA TURN LANE
O71-00
PROFILE LACONIA STREET
PROFILE
SCALE: 1 "-30' HORIZONTAL
1 "-3' VERTICAL
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Sew Shee7` 2 Fo/- Le9cnd
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REGISTERED ENGINEER NO.9131 STATE OF FLOR A