NCTCOG-CS950306!,q 0111,
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DESIGN WATER SURFACE ELEVATIONS
FIn OUANMU REQUIRED EXISTING HURON 441.3
54,000 Cy ON —SITE CUT ELM FORK 442.1
11,800 Cy OFF —SITE BORROW REVISED ELM FORK 444.6.
65,800 CY TOTAL BASELINE
AVERAGE FILL 6.0 FEET FOR 6.8 ACRES
60' ROW FOR COLLEGE AVENUE
444.1
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4443
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'=
L_J II 444. \ �• t.� / \ k'
840.0'
S 34"2Cr W 1176.97
NOTE
PROPERTY LINES OF WEST PARCEL LOCATED BY FENCELNES
Y
,-_ —__TOP OF CUT SLOPE
4:1 SLOPE\
4:1 SLOPE � I
I2.aR7' p
SLOPE
TOP F 3:1 FILL / ����
ELM FORK TRINITY RIVER i
FOR FLOOD STORAGE CALCULATIONS 1
USE AVERAGE µ 27
- I
442.14 FOR 100 —YEAR LOSS I_
448.33 FOR SPF LOSS ?
j
iiEV6FD RIt/.DIHC plµ ppi p11' WMMENjS 1 -2-94 NATHAN D. NAIER
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TYPICAL. ROCK
�`�
GRADE CONTROL
HYDROMULCHED AND SEEDED
i0a0GRpPHIC SURVEY NOTES:
USEABLE W /FILL
x� w. R.aawex lr
:1 FILL SLOPE
eve o �r
FOR PROJECT AREA 5 ACRES OR MORE.
PROFILE
u�w
15
ENGINEERS, INC. O. MAZER CONSULTING
_
D 20 =6'. D 50 =17, D 7 =16
FILL ROCK GRADE CONTROL WITH
r nw
PLAN VIEW
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14 W/
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TOTAL SITE
NOTES: ALL DISTURBED AREAS TO BE '—
�`�
4.09 AC.
HYDROMULCHED AND SEEDED
i0a0GRpPHIC SURVEY NOTES:
USEABLE W /FILL
EROSION CONTROL PLAN IS REQUIRED
:1 FILL SLOPE
enK A"
FOR PROJECT AREA 5 ACRES OR MORE.
THE BOUNDARY SHOWN HEREON IS PER SU
NOT REFLECT A BOUNDARY RVEY BY OTHERS AND DOES
StWVEY BY NATHAN
USE ROCK WITH GRADATION OF
ENGINEERS, INC. O. MAZER CONSULTING
_
D 20 =6'. D 50 =17, D 7 =16
FILL ROCK GRADE CONTROL WITH
THE EXISTENCE OF ANY Lq TES NOT SHOWN AS PART aF
PLAN AND HORIZONTAL AND VERTICAL AUGMENT OF THE PEJMINARY GRADING
TOPSOIL
TO ALLOW FOR REVEGETATION
THE SITE IS TO BE DETERMINED BY THE ALL SUCH U1ILRIES ON
CONIRAQOR PRIOR TO CONSTRUCTION,
ROCK SECTION CO FOR
ROCK /i2ADE CONTROL
LOCATION OF ROCK GRADE CONTROL
MAY BE ADJUSTED TO CONFORM
THE HORIZONTAL AND VERTCFL ALIGNMENT OF THE SANITARY SEWER SHOWN ON THE
THE REUMINARY GRAOING PLAN IS TO BE ROL
j
EXISTING CONDITIONS.
VERIFIED BY THE
O11 CONTRACTOR PRIOR TO CONSTRUCTION.
tAS� fpPY'
11 fyN'
L 254.95'
i
64ti
6' -
6 3 q�
2 0369 19At 102 2 AA4
� f' E
���/ it
/ i ti I % ����
BA'L6 r�RO� gO 1A5 X09• b�. 6 bA's9
����
/ 885440' E 42992 i i= . \ \� \� ��
5 505 0RI.3 ej5 O,A 95K O
14 W/
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TOTAL SITE
7.85 AC.
HURON BR FP
4.09 AC.
ELM FORK Fp
5.6D AC.
USEABLE W /FILL
3.85 AC.
( ----------------- \
/100 --YR FLOODPLAIN
ELM FORK
100—YR F
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N 899.13'
S 04'40'(0' E 5.00'
$ 85.42'23' V 29.87'
85'19'50' V 40.00'
7I e91T 4
NATHAN C. MAZER �!1� �x�. �� �..: e,.
mxsu,NC cxaxm¢. Nc •wvwv�l�y s
>ml / Oul:ii six, a°c W °°.�
:1 FILL SLOPE
--
_ 44L
- - - -
—
—
n
S 86'30'04' W }91.86'
� R e 26T679' ^�'
Oe` w
L 254.95'
i
ELM FORK TRINITY RIVER
1,130 C.Y.
FILL TO 100 -YEAR ELM .FORK ELEV.
FLOOD STORAGE
LEVATIONS
8,310 C.Y.
TOTAL FILL 9,440 C.Y.
FILL FOR FREEBOARD
EBOARD ,k LOCAL DRAINAGE
4421 100 -YEAR
44843 SPF
SPF EX. STORAGE 97088 C.Y.
TOTAL CUT 4730 C*
.Y.
TOTAL FILL 9440 C,Y.
7I e91T 4
NATHAN C. MAZER �!1� �x�. �� �..: e,.
mxsu,NC cxaxm¢. Nc •wvwv�l�y s
>ml / Oul:ii six, a°c W °°.�