353 - East Eden Hills, Master Plat 10-1969*
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MASTER PLAT OF
W L Robertson Estate //�\(�� T
(UNPLATTED) 30' DRA/NAGE EASEMENT E !�1 J 1 EDEN HILL
Ili OFFSITE D. A. 16 AC. PAVED Va r _s,4a_e_PROPOSED . 40%
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OWNER
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FOR 40 MPH SAL I A2�-, /--_--- _ -> - EDEN �// F.z;Exls - ,10 24' Pia EX/ST. NG L,A NE, F'�i- I � I
TRAFF/S: �v,, /NLET 70 - -- -- -- BU.1 L--' _-- LEr -a --- I 10 I / 7
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e� ` .° / EXISTING I ALL STREETS PROPOSED 30' CURB TO CURB EXCEPT
.��Q,Q / HOOPER DRIVE WHICH IS PROPOSED 48' CURB TO CURB
2. 10 INDICATES PROPOSED GUTTER FLOW LINE
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A.E. IROBST , JR. r P" ^ ' -
REGISTERED PROFESSIONAL ENGINEER -I L,-
i 19445
I i /RESTRCTIVE COVENANTS MUST :PT I TI
i PROVICE (TOR GARBAGE PICKUP ;''Ill
i / FROM 3EHIND THE FRONT BUILDING
;i LINE NHERE EASEMENTS ARE PRO-
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RUNOFF COEFFICIENT --0.4
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(ACRES)
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1-5 YR
SLOPE
FT/FT
DISCHARGE
F5
STREET CAPACITY
W R
PROPOSED FLOW LINE
PROPOSED FL.
REMARKS
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--
Priscilla 8 Fairfax
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Tommy 8 Fairfax
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4.0
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12
___._- -..
47
-.-__--
NONE,
-- -
NONE
Street "I" 8 Fairfax
----.. --------
5.9
---
--
20
----
-----
4.4
-
--
.035
---
---- -
6
---------
56
- - -----
1049
4)
Street "2" 8 Fairfax
-- -_.- _....__1_ _
4.5
. ----
15
--
5.0
---
.03 '
-------
9 --
- ----
52
-- _ -
1050.5
.--
NONE
--- -
�-,
5
Hooper 8 Fairfax
_ _....
_ 9_3
15 _ _
5.0
.03
19
- -
8__4
-- -
1049.5
--
NONE
-
(6)
Priscilla 8 Eden
_ -- .�_-
3Q3_
_-
_50_
_2.6
_
.02_
- _
.
32
_
42_
_
1029-75 EXIST.
1026 9
-------
27" RCP
T
Tmmy 8_ Eden -__�
_ 16.8
26
20
25
4.4
4.0 _
.018
.02
_
30
42
i_39
68
_ _
1031.3 -
1036
_
- 1026.3
NONE
- _ _-___ __
8
-
Street "I" 8 Hooper_
9
07 �
Hooper 8 Eden ,
Eden - Tammy to Hooper
47
17
30
30
_ 3.7_
3.7
_-
.003
_ 70 _
25
--
-----
--- 16
_ _
1029.7
1024_.2
36" RCP _
24" S.S. 0.4%
Street -_ 8 Puckett
20
45
2.8
P22
22
--
44
-- --
- - -
1057
NONE
II
2
Puckett 8 Expressway
_. _ - �...._
Stree_t_ "5" 8 Street _"311
22
_._.. _
50
-.-
2,6
.-_
Oi3
-.-v-.
24
_
33
1052
_
NONE
4.8 _
4.4
.0.23
8
45
__-.
1050 ___
104_7___
_
NONE
NONE_
_
_
13-
Street "5" 8 Street '`4°
_ ,.__ --- --
Street "4" 5 Expressway
11
_20
-,25,„
4.0
.01
18
.--- -
21
30
14
-.._.
13
_ _ __
25
-_ -----
4.0
.._ _..-
.01
6>
Priscilla 8 Dr- --.1e Ditch
---- ----
Eden a Railroad
-- --- --
30
- - '----
50
-- ---
2.6 -
. 003
32
__
16
_. _- -_ _.._.._
1028.85 EXIST=-
- - --.-.
1032.12 To of Rail
1026.1
- --
I 1022 6
27" RCP 0_ 0.3%
--
117
- --
60
-_ ....-
2.3
-�- --
._
-
- __- --
r-
107
--- ---
-- - -
I -
- ---
_1_____._.________
End of 54" Storm; Sewer
. -- - ---
Eden Lane .. - --__
Eden Lane Inlet __... . -__
Eden Lone'
125
-----
60
2.3
.003
115
-----
--P ----
____5-_
r ----
s 1021
-iL
-
1023.3
-------
54" RCP Ld 0.33%
42" RCP d 0 _3%
9 18
---
_.__ _._.
50
-. ---
-- ---
--'---
--_---_�
-
003
----._. --
70
--- -
--
28
--.-,--,--''---,-.--7-'------------------____
--- ---
I8
18 16J
.-----
-----
30
3.7
003
76
---
---
---- -- ----
48" RCP d 0.3°io
I' I
3'J3� N6%bc lla�' :� � q ��I I
NMI'
Q= 17
Q = 125
Q = 79