Site Grading Plan+ c
L
r � LLEGEND N So FiIi
EXISTING CURB Z
- PROPOSED CURB
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�� - -669- - EXISTING CONTOUR _ U
�6 +` = 0629 37 669
= 5749.50 - PROPOSED CONTOUR J
o 0
+ e 5 � L = 651v611 6 - EXISTING SPOT ELEVATION O
CH. = 651.26'
- PROPOSED SPOT ELEVATION
v CH. BRG. = S 6 E ss.4 0 40 80 �W COO
�so 66' F • -►- - - PROPOSED VALLEY
CONcR , 1 - -R- - - PROPOSED RIDGE DRAWING SCALE
�� DIRECTIONAL FLOW ARROW
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Architect:
Suite 104 nfstudio LLC
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+ + 1 +�� +� °� \ + eM \ 647.5 �� ooN. Cottonwood D
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I I +�5 5` \ ee \ GRADING GENERAL NOTES:
\ + � �6 \ 46.7 S 1. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH THESE PLANS AND CITY
+6 4 \ +b% +� 5 ti \ \ 6y e \ STANDARDS AND SPECIFICATIONS. ALL CONSTRUCTION SHALL ALSO BE IN Landscape: so
° \° k \ ° ++ 5� tie vv k � SF PUBL WORKS CONSTRUCTION. CENTRAL TEXAS STANDARD SPECIFICATIONS FOR a R1 O gn Group
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6 Leeming Desr
Ruts Snow Drive
6 e e �+ \ \ h/ e m Noire l oche
+ & \ \6 V I o. k 46.Of dHills, Texas 7 618
6 a ti. a s \ \ 889
+66�. I �� + 6 ` +6 \ +b + 5 +� ti ° +e � G TOP= 49 646.8 C 2. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL MAKE CERTAIN
66 0 P I \ \ 9 6° ,� `� °6 �9� \ �� THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED. NO Civil Engineer:
+ \ yk' 1 A + + aj- . C ` � � ,�-. 6 h q Cumulus Design Group
k / 0 e Cb � Q � CONSTRUCTION OR FABRICATION SHALL BEGIN UNTIL THE CONTRACTOR HAS 2080 Norm Highway 360
+ J + �cr`'o +� +`O> + ° m ` n 0'k l0 ,' RECEIVED AND THOROUGHLY REVIEWED ALL PLANS AND OTHER DOCUMENTS Suite 180
m k I6 OP• k 647.0
+ 4f4 �k I �° _ 6x 0 0 y0' S' v: 214234.04]4
647.8 647
0 APPROVED BY ALL OF THE PERMITTING AUTHORITIES. Grand Pralde.Texce ]5050
6��k +6ro m6k2 +� 5 +e Q 5 ° + m �' h 5
+ O I I I I 647.6 ti 6 k r Q 9 3. BARRICADING, TRAFFIC CONTROL, AND PROJECT SIGNS SHALL CONFORM TO TEXAS
INLET R _ Structural Engineer:
Q� ti° I ° ,ti °
/ / 648.5 \ � ��� � e� Ir + � � DEPARTMENT OF TRANSPORTATION. L.A. L.A.F�Porrners
d w O `L I ( / 0 x ( + I 6 k I Suite 300
aF0n5� Parkway
6 °� ° + / / �. 6 I I + 6k O 643.5 4. THE LOCATION OF ALL EXISTING UTILITIES SHOWN ARE BASED ON FIELD SURVEYS ° ° °�,3exa '82'9
+ h / e ti
j G ( + 0' / 6 ( +6 1� e 5 e k G 5 �/ v 214e71.7010
w I + � 1 +5 I +� ° k° ° 47 \ Fr AND LOCAL UTILITY COMPANY RECORDS. IT SHALL BE THE CONTRACTOR'S FULL
643.9
666 I +e SG + >4 648.2 d 6 k ^� �,* n RESPONSIBILITY TO CONTACT THE VARIOUS UTILITY COMPANIES TO LOCATE THEIR
+6 5 ° r 648.2 1 1 ti k 6 e k6 6 UTILITIES PRIOR TO STARTING CONSTRUCTION. ANY DAMAGE TO EXISTING UTILITIES IS MEP Engineer:
h�
° / ti 6 r 0 n an Skala Jord Engineers
645.0
/ ! 8 - +6 � + � a k 644.9 +�� 6 � TO BE REPAIRED AT CONTRACTORS EXPENSE. vassNOra,Daua=Pamw�
6� }OG Suite 320
DOIIas ]528]
5. CONTRACTOR SHALL VERIFY ALL EXISTING INVERTS AND RIM ELEVATIONS PRIOR v 469385.1616
�+ I / km °�� 47, 6 •9 645.8 v 6k ��o TO CONSTRUCTION.
a + } 5 5 5� J �4 oy �o h / 6k�." e 6 47. 64 .7 \ 6°
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F + 65 (� 66 6 0 B/'a + 6 �i 0' k - 6 . h - 6 k 0 - �, � 6. IT IS THE CONTRACTOR RESPONSIBILITY TO LOCATE AND /OR ESTABLISH A
6 k / / / 5 / + / + 6 5 + " s s 5 6 k 1 \ Gy 6 6 BENCHMARK PRIOR TO CONSTRUCTION.
J + 52. a � � 646.4 I � �� k PROP. 24 "x24"
/ 5 / / XFANSIO� T k" ^ + ° ° ?��GRATE INLET 7. EROSION CONTROLS SHALL BE IN PLACE PRIOR TO THE DISTURBANCE OF ANY
6 . + ,y k �� 647.0 P= 6 6 6 e
+ k EXISTING SURFACE.
CL 6 5 � l I � � I � � + ° � G � + + + +� . • 6 4 ° �° � + 8 '/
650. 64 � e 6 +6 /(' 4 °g '{ ° 8. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING TRENCH SAFETY
/ 52.1 / 1 64 46.6 �` / 646.7
Z , 6 ti 6 REQUIREMENTS IN ACCORDANCE WITH CITY STANDARDS, TEXAS STATE LAW, AND
Z v 66 6" I ti m ° ,ti I I1�� 1 h °/ �° s 4 6 .0 TO P - I t5 k ° 6 60 O.S.H.A. STANDARDS FOR ALL EXCAVATION.
o
(D D m + 5 5 + I 6h 6 650.6 a. + G5 +6
+ 5 + 5 + B /INSET +61 ° 5 k� 647.8 k � 645.5 e + � ��
/ / 646. G +6 �fHRE STORk� 6472 / ��' R 9. ALL EARTHWORK OPERATIONS SHALL CONFORM TO THE RECOMMENDATIONS PER O fJ
647.3 3 ' I + 47 2 6<6 4 k �- THE GEOTECHNICAL REPORT. O
6 s47 �� ti k �9 646.2
6 OFFICE BUILDING
662 + m 5 ° +6 �t +bk5 / 0 6 26 \ \ 10. DRAINAGE SHOULD BE MAINTAINED AWAY FROM THE FOUNDATIONS, BOTH DURING N
0 S� 6 .3 + AND AFTER CONSTRUCTION. a
+ 647.0 6 �0' HEIGI �f +6 1 °k G 646. �y k 0 k° PO x
648 •
6. + ° '` 11. ALL SIDEWALKS SHALL MAINTAIN A 2% MAXIMUM CROSS SLOPE AND A MAXIMUM `~
W 653 0 6 / / 4 / 1 647. 646 1 +6 a 5% IN THE DIRECTION OF PEDESTRIAN TRAVEL.
647 6° k lr 1 ,6 64 8 645.9 / 0
o- 46 0+ +6G5 +6 G I +6 +6N05 k 0 pb `�f 41 i' J 12. SLOPE IN HANDICAP PARKING AREAS SHALL NOT EXCEED 2% IN ANY DIRECTION. N _c
645.7 646.9 =9X7. 3 646.5 + 6 4 + k GG n 13. SLOPE IN NON -PAVED LANDSCAPE o
IA wi rH R.o.W.
TW= 654.3 6 4 .4 4 .9 4. 45. 0 5 ti e 6 / 647.2 I 6 f ( LANDSCAPE) AREAS SHALL NOT EXCEED 4:1. -
BW =652.0 65k / 643. A 6 4 + ° +6 6 s k5 6 k +6k k 646 +6 / ( iq G eel t
TW=649.5 k =650.0 5 / ° + 5 + 6 46.1 I ° I w 14. CROSSLOPE OF PEDESTRIAN ROUTE ACROSS DRIVES (BETWEEN BARRIER FREE
BW =649.0 5 +6 , 6.6 e e 4 /
64 . 64 .28 5 w RAMPS) SHALL NOT EXCEED 2% FOR A WIDTH THAT AT LEAST MATCHES THE O
47.28
;TW =652' W °6 5 W= 8.6 6 6�1 / e e e e e 4 47 2 / 646.9 3 l I� z O I N C3 OGENERAL
PROPERTIES SIDEWALK WIDTH AT EACH LOCATION. V)
BW =648.5 2ti 64 . 646.5
STING ON
153.5 6 + �+ 47 13. o I l o U L. DM RX D UIA
646. ti USE
6 47. �k k s k JN
651.0 + ° i 6 647.1 45.9 °� / m 6G5 ' MEC�FIY k \cy 1 � w
TW 652.0, ` ° + +6 +
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BW- 50.0 e k 646. k° ° 6 +p0°
647.8 / kip k+ / y . + , -' 6k 6 ^ 645.8 6k oti k °. - �2 - - -� 0 r
= 652.06 +6 646. 65 6 6 ° 5 64 .1 // +6 5 6Q O +6 + 5 +6�5 co 6 +o
W =650.1 / 4 45.7 45. � R x 64 .1 6. � 64 c
W =648 3 66" � 64 3 s .6 45. O A I 6 .4 d �ti 45.2 1 1 6 I H 1 I
• / 45 ° - \ 6k'" �k° I NER DOMI NION SOUTHLAKE PROPERTIES
EX�TIN ZONIN AG (AGRICULTURE)
W =648.1 64 .1 / 6 5. 5 ' 6 / / /I I I L.u.D.: NIXED USE
=649.3 �6 ^k / X 645.9 f / W
W =647.2 6k + 3 k�. + �/ � +6 45.6 jV ,P6G5 C 1 r - k 0' O . 0� I O 00, C LJ
TW=649.5 6 4. i 645.1 645.6 f 5 644.7 ` 645. I + ° 6 +b 5 645. k +6Gy
BW TW 649.7 / 644.8 / 643.7 644:9 45 7 45.3 645.2 644.0 I
BW =649.V / 4 .4 6 4,
4 1 a
TW =650.0 / 6 �ti 6 ti 6 5. 4. �6 644 5 • 1 6 4 .4 + 6 4. \
6 °III h ±�� I
BW =648.0 5 + 6 k 6 k 6k ti O 6E e 6 ti �+ 6 I � 6 O PE p WI
TW =64q.0 ON -SITE 4 ° 5 4 TOP =644.3 +6 °� I Ib I w DATE 09.05.2014
BW =641.1 4 641.1 +� 6 \
ETENT�N k� ti 41 k uJ
o �P = PROJECT NO:
+b + 6 ! 6 +6 `k' o-� 6 o- Q I \
2 '09 ° 04" _ A 13005
- H
r
462.67 - $ 641 REV IONS.
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J yj
L = 203.45 - - ® 641.4 40.9 40.6 PROP. 5' \ + i 1 m
CH. 201.95° TW =644.0 PROP. 5' CURB INLET III I a
e° BW =644.0 CURB INLET ce �i II
CH. BRG. S 7 0720 W _ TW =644.0 0� F M
BW =641.1 Countryside Court EX. ASPHALT �1 II R I w
Cp
TW =64400 -� '.
BW =641.1 OVER SHEET TITLE
k ®°
+`°�� �WNER: TEW INVESTMENTS OWNER: COUNTRYSIDE COURT LLC / I CHAPEL CROSSING MEDICAL LTD. SITE GRADING
EXISTING ZONING: S -P -1 (DETAILED SITE PLAN) EXISTING ZONING: S -P -1 (DETAILED
1440 EAGLE BEND LOT 1, BLOCK A PLAN
L.U.D. : REGIONAL RETAIL OWNER: CULLUM CHALK & McCAIN REAL EST SITE PLAN) SOUTH LAKE, TEXAS 76032
I I /
EXISTING ZONING: S -P -1 (DETAILED SITE PLAN) L U.D.: REGIONAL RETAIL
L.U.D. : REGIONAL RETAIL j / M�c CONTACT: DR. STEVE SANDERS R A VE N A U X VILLAGE AN
x�
OWNER: EAGLE UNLIMITED LTD. =' T'^ E / , THOMAS M HOOD SURVEY,
: f / I PLAN PREPARED BY: SHEET NUMBER:
EXISTING ZONING S -P -1 (DETAILED SITE PLAN)
L.U.D.: REGIONAL RETAIL r ' r I` II I CP BUOSXD2119N ABSTRACT NO 706, TRACT 6J,
EULESS, TX 76039 ifl TELEPHONE: 214.235.0367 AN ADDITION TO THE CITY OF
CONTACT: CRAGUN SOUTHLAKE, TARRANT COUNTY, C 1 03
PREPARATION DATE: TEXAS
September 10, 2014
Z A 1 3-106 SOl1T WAKE ZONING CASE NO ZA13 -106