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N 3026'17" E
4800 SOON, 21.36'
Tc =as.z° 46.70
I W �� 47 25 47.8 R
47.50
/ \ 48.70
r 48 ... s._LO %... 46.30 /
7
+ o 9. . -, ... 48.55 � 47.50 • \\ \
Restore Disturbed Ar t _ _ " aa.SD - "44s= IRF 447 -
� 47.00
50.10
SEE PAVING .PLAN -FOR ,
47.75 \
Condition Prlor to C n t uctiq SLOPE RF D = 1748'30" PVMT. & SIDEWAL�S \ \\ NORTH
i I ®3:1 FN�II/"1 I D/�� R = 480.00' A 4o zo 0 40
u't. �* R�. ".in ., . �i'ze: Pa• ,:& �a ;.a , Wm' v. , RI 44
I _ so.7s 60' B� - -_.D - -748'30" T = 75.2 1, 47.70 4g 48.00 1 47.50 47.75 \ \\\
c
(60' R = 540'-448 L = 149.19' / 1 ___ \
o T = 84.60' aT70 J 1 \ \ \ GRAPHIC SCALE IN FEET
-/ 48.25 I..
\ " L = 167.84' 61rb -C t f K \ \
'- R
I ,/ I "_ -�.- 0.6 � 49.97 �`� - _. 9.76 •. . . _.�- ._ - 7 �� / 44 a \
///'i' /ice �1 I / ... LQ % - -► � 49.20 20 ; 49.65 ..._ ____�_ _ -�"� -� � � / I� � \
__-
I 49.5
' - 49.50 50.00 49.75 / 48.76 .03 48.20 / I 47.75 \ \\ \ = , "
I D - 36b4 47
aeao \\ R = 540.00'
1 49.00 49.50
Fin.Flr. 49.75 \ \ _ �� j ! 48.20 48.00 / /4635 46.55 \\ \ = 175.87'
�I I SD 450.25 340.04'
I ` 48.20 47.70 48.00 47.04 \ /
III I I 00
450.
\\ � \
I
a77 \
49.25 i � 46.30 46.40 \ J�
:M i 45.32 ✓�' / 48.00
I I I I I I I\ a 1 49.75 50.00
CAUTION:
II I I I 1` 49.75 I 48.93 Of � 1 46.67 '. 45.80
16 LONE STAR G S LINE I 11 I III II I�I I aea I 1 3, ae.00 3 ur/ 4.55 4758 46.29 45.95 +6.55 / \r o_�
•• f 4a.95 1 49.10 � 48.00
- IN THIS AREA 450.50 ae.2o C t
I I II s0 as.as II \ a oo �-
49.20 47.04
IIIIII w 46.80 ` 46.58 4825 410 48.95 '� .. �'.. -..._- 46 \ \ I ,�•� 46.31 4.50 \\ 4 \
II 1 I I I 4.30 45.60 � I 46.48 'I 47.58 47.24 ..'��- \`q\\ 46.50 \ � r±�• / /\ \ \ \ �i \
LO I� 47.48 4 34 �� 46.50 46.32 46.90 \\\\
16 47,28 1 - 46.83 /'�
I I I I I I I 49.75 49.75 45. 45.88 SSMH - - - - - \�
I / I I� I I I I 1 1j11 I ONC. LUMEI � aa. as.3, 4zsa / 7 \ sa/ assn \1 � \f • �\ I � 46.12 46.50 ��
7_�
I I I I I I 43.83 45.95 \`\ \ / C7 I - - _ \ / 4 .00 �•
08
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III ra -- ® aazo44.3o aas0 aa.az 4s.7s / \a : \\ e�F s.
I I
' 1RF
/} �\• 47.25 I \ 46 30 46.90 /�F, r
J I I I 1 4490 \O�fy �• .92 / 46.96 46.50 48.90 '\\ 45.55 45.35 4s'.90 / P 46.5
` 45.95 48,00
I I l ��, I 4 60 45.00 � � \ -•• \ 46.00 46.75 46.75 '`\ \ ��% 46.90 \ \
46.50 �� / /• /
=/ / I I III 4sso I as.7s / ass
45.60 _ 4� Fin.FIr. 46.50
J s 46.90 / /
447.00 tl 2S 46.50 .. 46.25. � / /
46.66 �i
_ I I � • • � . I � 45.5D \ \ 4 .87 45.79 45.76 �7C 'r, �I III � � .. � ��• / 6 / / // � / /
47.00� \ 0 1 .N _ 46.5 35.b
~ I�9 45 0 I ..
I � 47.00 �°
I �[[ �
• • I 47.00 1 \ \ 45.10 45.22 \ / i - a / / / LLL /
45.18 46.10 46:50 4s.30 II ��� / � /
/ /
7U9 4s.70 as.o9
\ p \
4s.7s Q A \ aa.za -� 0.7%
I \ IV 44.93 \ q 2 4430
�'�
,446- \ 44.83
SSMH Aij '
1 . I \ \ \. ' F• 9 43.92 - o. %% 3. 7: -_..� ---- - - - - -- 46.70 / /� / / ..
II i N II ��I I 1 \ as.75 Std jFr as.7s aa.za 4q a3.7o 46.75 46.25 4G.zo S / 4GSO/ // / / GOLF ENTERPRISES, INC.
( I 1001 YEA / 44.43 43.87 9 VOLUME 8717
I I I 8 I `SD •A� 4, PAGE 3449
fl-00 PLAT 46.50 / 1
• • I 46.10 //
4sso ; 46.50 447.25 46.SD / / / 7
I• // C3
46.50 �
4' OAKS
46,25 /
III i I �. �_"� __._�__. _.�\�� _ ��� \ ✓ - I __ / O 45.35 / / /
Fin Fir 4x.75 I; /
445.25
112* IRF
8" \ \ 44.50 \
�- - - -
I i
If/ ?� IRF\ II / SI 1 bZ Q E �_` L�- �7-_ --I W.✓.S/SL =ka1 - 7" ELM ELM
ELM
9 PINE
10" ELM , - � �--- _- Grading Notes
• / NOR WEST DALLAS COUNTY \ \ /' 1 OO YEAR 1. PRIOR TO PLACING ANY FILL MATERIAL , ALL EXISTING TREES , STUMPS ,
• / / FLOOD CONTROL DISTRICT \ \� / ` B" ELM > FLOOD PLAIN BRUSH ,ROOTS VEGETATION ,RUBBISH AND ANY OTHER UNDESIRABLE
VOLUME 87174, PAGE \3553 ( I / �i / \ \ MATTER SHALL BE PROPERLY REMOVED AND DISPOSED OF. ALL VEGETATION
/ \ DRDCT SHALL BE REMOVED TO A DEPTH OF 6- INCHES AND THE EXPOSED
SURFACE SHALL BE SCARIFIED TO AN ADDITIONAL DEPTH OF 6 INCHES .
AFTER SCARIFYING THE AREA TO BE FILLED , IT SHOULD BE DISCED OR
RR BLADED UNTIL IT IS UNIFORM , BROUGHT TO A MOISTURE CONTENT BETWEEN
EXIST OPTIMUM AND 5 % ABOVE THE OPTIMUM MOISTURE VALUE AND COMPACTED
GROUND TO NOT LESS THAN 95 % NOR MORE THAN 105 % OF THE MAXIMUM DRY
PROPOSED DENSITY IN ACCORDANCE WITH ASTM D698. ANY TREES REMOVED MUST BE
' FILL DONE IN ACCORDANCE TO THE CITY'S TREE ORDINANCE.
1,
4' 2. 2. FILL MATERIALS SHOULD BE APPROVED BY THE SOILS ENGINEER . THERE
SHOULD NOT BE ROOTS , VEGETATION OR ANY OTHER UNDESIRABLE MATTER
IN THE SOIL AND NO ROCKS OR SANDSTONE LARGER THAN 6" INCHES IN
DIAMETER . THE FILL MATERIAL SHOULD BE PLACED IN LEVEL , UNIFORM
• ) (� \ \ = LAYERS NOT TO EXCEED 8" INCHES IN THICKNESS , SHOULD BE THOROUGHLY
� MIXED AND COMPACTED AS SPECIFIED IN NOTE 1 . DENSITY TESTS
• SHOULD BE MADE BY THE SOILS ENGINEER OR HIS REPRESENTATIVE. IF
THE MATERIAL FAILS TO MEET THE DENSITY SPECIFIED, THE COURSE SHALL
BE REWORKED AS TYPICAL DITCH SECTION 3. EMBANKMENT SLOPES SHALL NOT EXCEED A RATIO OF 4:1 EXCEPT AS
Grading Legend NTS NOTED.
-470 Existing ontour STONELEIGH AT RIVERCHASE II
g ti\�OF1)1 revisions date sheet no.
• �a Proposed Contour ,� P��• �TF11) 1. BID SET 10/22/98
I• •'® �rg �K '•9 ` 2. City Review Comments NATHAN D. MAIER GRADING PLAN - LOT 1 6
p Proposed Gutter Shot r*• IGpVV *? v 1t /30 /9a
r.i ...................... 0111 CONSULTING ENGINEERS INC.
+7osa Existing Spot Elevation C. MICHAEL DANIEL CITY OF COPPELL
1 DALLAS COUNTY STATE
•.
�- Flow Arrow 1 P; 62457 :,�� ,
P
% design -- - - - - -- Grade Break (GRD. BRK.) �`lj�s's�.a; EAaG \�, -•�� "Il'w® North ark 18080 P k L / S 9 drawn scale date notes job number
P ar ane utte 600
Dallas, Texas 75231 / (214) 739 -4741 NDMCE NDMCE 1 " =40' 7 01 98
* 96 -10 -119.8