HomeMy WebLinkAbout17947 Headwaters Drive - SurveyGARAGE19.0021.8314.0028.17 2.00
12.2114.8425.23EXI
S
T
I
N
G
HO
U
S
E
25.
3
3
55.
6
5
PROPOSEDHOUSEGARAGEPORCHOS
1
9
.
9
2
HU
B
=
1
0
4
5
.
7
7
OS
2
8
.
6
2
HU
B
=
1
0
4
5
.
8
7
OS
1
3
.
3
8
HU
B
=
1
0
3
9
.
6
1
OS
1
3
.
1
1
HU
B
=
1
0
4
0
.
1
3
STMN:192596.4E:323758.3EL:1038.44SERVN:192704.0E:323776.8CBN:192708.3E:323804.1EL:1045.83CBN:192711.8E:323796.1EL:1045.85SANN:192758.7E:323738.2EL:1046.621036.210
3
9
.
1
1039.2103
8
.
41036.51036.5104
2
.
4
10
4
3
.
3
1046.71046.51046.31046.310
4
5
.
2
10
4
5
.
5
10
4
4
.
01039.91040.1104
5
.
2 1040.21046.61046.61046.61046.41046.21046.324.00 21.50 2.
0
0 13.00 22.
5
0 4.00 23.
5
0
48.00 28
.
1
7 17.50 19
.
8
3
N2
9
°
0
5
'
0
2
"
E
1
2
9
.
9
4S63°34'13"E 79.65N23
°
4
6
'
3
2
"
E
1
2
9
.
9
0 Δ=5°18'33"R=730.0067.64FD IP#46167FD IP#46167FD IPFD IP(1040.4)(1040.4)(1048.77)(10
4
6
.
4
)
(10
4
8
.
4
)
(10
4
7
.
6
)
(10
3
9
.
9
)
(103
9
.
6
)
(104
6
.
0
)E.O.F.(1046.6)(1047.1)(1036.3)(1036.6)HEADWATERS DRIVE10
10
10
10
5555FBWO6.3
%PONDNWL: 1026.0100YR HWL: 1028.0DR
A
I
N
A
G
E
&
UTI
L
I
T
Y
E
A
S
E
M
E
N
T
11.777.00104
3
.
3
104
1
.
0
104
0
.
0 RAILINGREQUIREDDENOTES EXISTING CATCH BASINDENOTES EXISTING HYDRANTDENOTES EXISTING SANITARY MANHOLEDENOTES EXISTING STORM MANHOLEDENOTES EXISTING UTILITY BOXDENOTES EXISTING SERVICE OR CLEANOUTDENOTES IRON MONUMENT FOUNDDENOTES IRON MONUMENT SETDENOTES EXISTING POWER POLEDENOTES EXISTING LIGHT POLEDENOTES EXISTING CONSERVATION POSTOR WET LAND BUFFER POSTDENOTES EXISTING TREE8" TREE000.0DENOTES WOOD HUBDENOTES NAILDENOTES EXISTING RETAINING WALLDENOTES PROPOSED RETAINING WALLDENOTES EXISTING ELEVATIONDENOTES PROPOSED ELEVATIONDENOTES AS BUILT ELEVATION(000.0)000.0DENOTES EXISTING TREELINEDENOTES DIRECTION OF SURFACE DRAINAGEDENOTES EXISTING FENCELEGENDDENOTES EXISTING F.E.S.LOT AREA : 9,521 SQ. FT.HOUSE AREA : 2,029 SQ. FT.BUILDING COVERAGE AREA : 2,131 SQ. FT. (22.4%)PORCH AREA : 102 SQ. FT.CERTIFICATE OF SURVEYLegal Description:= FINISHED GARAGE FLOOR ELEVATION= BASEMENT FLOOR ELEVATION= TOP OF FOUNDATION ELEVATION(1048.77)(1049.10)(1041.10)1. No specific soils investigation has been performed on this lotby the surveyor. The suitability of the soils to support thespecific house is not the responsibility of the surveyor.2.No title information was provided for this survey. This surveydoes not purport to show all easements of record.3. See architectural plans for final building dimensions.BENCHMARK: SANITARY MH OPPOSITE LOT 9 & 10, BLOCK 4RIM=1046.62LOW FLOOR PER GRADING PLAN: 1040.6Zoning = RS-4FY - 20' House, 25' GarageSY - 7' Interior, 20' CornerRY - 30'SY Buffer - 30'RY Buffer - 50'The curb box, drain tile cleanout, and catchbasin(if applicable) must be inspected andaccepted before As-Built escrow monies willbe released. All structures must be flushwith the sod. This will be scheduled with thelandscape inspection.*Maintain 6" between bottom of siding and sod.*No structures in easements.EROSION CONTROLMUST BE INSTALLEDBEFORE EXCAVATION*Draintile connection required.ENGINEERING REVIEWEDDate:__________________04/14/2023asobottka