Shake & Shingle-PN061122Z NORTH LAKE BUSINESS CENTER PHASE 1 , „ \
7i BLOCK 2, VOL 81085, PG. 970 CB =N29 e 50 33 E
C L= 420.48' \'
Rim PAINT OF BEGINNING ------------- - - -51- D.E. & U_------------------------------------------------------ - - - - -- R7439 77' 20' sw6T ESMT. \ \
'H��^ -- ---------------------------------------
°�- ------------------------------------------------- - - - - -- __
- - - -- AIL -------- - - - - -- T 239_38 23.5' U.E. \1 \
MI- ___ --- -_ - -- - -- -- -- - - - - -- -- -- ------------------------------------------------------------------------------------------ R--------------- - - - - -- `
-- N01' 17'00 "E 1086.46' 4' FIRELAN30 R.O.W.) F.I.R.
------ - - - - - - - - -- ---------------------------------
\lh
I I I --------- - - - - -- -
------------- - - - - -- � - - - - -- �� a L15
10' B.L: & U.E
'-
\ \C\ 1 3
-------------- -------------- - - - - -- - - -- --- - - - - -- __ - - -- \O\\ �
\10
C21 C14\ J N /C2( C19 24 1 IREM,E I . IL
- �
\ N,
Lia 1 O CB= N05'46'42'E
,- , 11hl I CL= 75.55' I I I I 1_91 I L8 •O \0
Z 00 1 -1 0= 08059'24" L191 -JL18 �20' U.E. L141 IL13 I I �� , `'�
J i IY 1 S.LR. I R= 482.00' I I I I I I \ \'' Z \I\
l I I ( I C15/ \ C12 N75'57 00
T= 37.$9' I " �` \ .../
I- I C) I I I L=75,6.3' 28/ \ I / I y \ �� �♦ �` \,
j. 1 - - - - -J -- _ - - e2 -2# C� -- \ \C18 C16/ \\ y----- - - - - -- U.E.
M! ' -- - - -- -� - - - -- C1fj ----------------------- 0t�7 -� = -� -- 202.00
L21 fir._2 - - - -- _Ct6 - - - -- - - -- -- ------------------
i r r - - - - -- ; -- - - - - -- -_� N01'17'DO E 753.61 v
N
E 256.37 _ _ _ _ _ _ - ---------------- - - - - -- --------------------------------------------------------------- - - - - -- - - - -•- -
, I I I N01' 17 00 _ _ _ _ _ _ _ _ _ _ _ C26 -- - - - - -- - -- N01 ° - -- - - -- - - - -- -
---- - - - -- 17'OD"E N 261.78'
-- 1------------ - - - - -- - -C -- - -IEfT
IJI �r----- 1 - - - -- ------------ - - - - -- ----------------------
- -- --------- - - - - -- ---- - - - - -- ------------- - - -CB\ / �--- - - - - -- ----------- - - - - --
Lt2 ------ - - - -C7 ---- - - - - -- -eg \ r -- '`a'♦ 1
I ®I I I CB =NO3' 13'25 "E C5\ >
36 U.E. J 24 FIRE LANE & 1 \ i 36' U.E.
I I I CL =75.75 PUBLIC ACCESS ESMT. I I C4\ gi /C3 \
D= 08'59'24" I I I mi I 20' SWBT ESMT. \\
I
I�-10' U.E. � R= 482,00' I I I
I I I 60' B.L. L= 75.63' L61 I I L5 t4 I
SHAKE & SHINGLE ADDITION I I JI 1 L3 \ -�
4445402 SQ. FT. 1 I I of I �,k \ `� cs®
�I tl 10.202 AC. Ii i� i ;w
CB�S86'42'221"W �I 1 \ \ C9 / �� 10' B.L. \ J
CL= 212.3' VOL. E 6, \ ---- - - - - -- 24' FIRELANE C2, aol / \
♦II \---- - - - - -- y \
v , I „ ~�� PG. 141 IO' U.E. & 10' B.L. C10 \, / Ch \\
=57 07 018 � L1
--------------------------------- - - - - -- ------------ �145�Q--------------------------------- �------ - - - - -- ---------- -� - -J- ------------- - - - - -- - - - -- 3- -- -- -1
R= 439.77
L =438.40' '
'�S.I.R. S
S01 ° 17' 00 "W 1471.14'
T= 239.3p
I �
I d
LEGEND:
4SS0 ,
1 V
�� '
WILLIAM G. THOMPSON TRUSTEE l
' I
F.I.R.= F
FOUND IRON RODN�-
1 '
' O °H U
VOL 80112, PG. 3068 _
_ „J`' S
S.I.R.= S
SET IRON ROD 1
1 p
p
1 t
t o N o \
\ D
D.E. = D
DRAINAGE EASEMENT
= B
BUILDING LINE
STATE OF TEXAS y
NOW, THEREFORE, KNOW ALL MEN BY THESE PRESENTS: S
SWBT= S
SOUTHWESTERN BELL TELEPHONE
ESMT.= E
EASEMENT
COUNTY OF DALLAS (
1`' r THAT R b r
we, o e . an . a nn ng e, o er y to p g g
WHEREAS, Robert L. and M. Kathrin Ingle, are the owners of Tract 1 of the Shake & Shingle Addition as SHAKE & SHINGLE ADDITION, and addition to the City of Coppell, Texas and do hereby dedicate, to the public
situated in the McKinney and Williams Survey, Abstract No. 1054, in the City f Coppell, Dallas Count , use forever the easements shown thereon. The easements shown thereon are hereby reserved for the purposes
Y PP .Y 50 25 0 50 100 125
• D d R A. of Dallas Count Tax as as indicated. the utility and fire lane easements shall be open to the public, fire, and police units, garbage and
Texas, and being recorded in Volume 85226, Page 4479 of the , ee ecor Y.
and being more particularly described- as follows; rubbish collection agencies and all public and private utilities for each particular use. The maintenance of paving
-
on the utility and fire lane easements is the responsibility of the property owner. No buildings, fences, trees,
BEGINNING at an iron rod found in the north right -of -way line of Belt Line Road (a 120' R.O.W.) at shrubs or other improvements or growths shall be constructed, reconstructed, or placed upon, over, or across the
the southeast corner of Block 2, North Lake Business Center, Phase I, an addition to the City of easements as shown. Said easements being hereby reserved for the mutual use and accommodation of all public
Coppell, Texas as recorded in Volume 81085, Page 970, of the Plat Records, Dallas County, Texas; utilities using or desiring to use the same. All and any public utility shall have the right to remove and keep
removed all or parts of any buildings, fences, trees, shrubs, or other improvements Or growths which in any way
THENCE, N 01 °17'00" E along said east line of North. Lake Business Center, Phase I, a distance of--
1,086.46 feet to an iron rod found at the beginning of a curve to the right, the radius point of said
curve being situated S 88'43'00" E, a distance of 439.77 feet;
THENCE, northeasterly along said curve to the right, through a central angle of 57'07'06 ", an arc
distance of 438.40 feet, a tangent length of 239.36 feet, and a chord bearing N 29'50'33" E, a
distance of 420.48 feet to a point for corner at the northeast corner of said North Lake Business
Center and being in the south right�of =way line of the St. Louis and Southwestern Railroad (a 100'
R.O.W.);
THENCE, departing the east line of said North Lake Business Center and along the south right -of -way
line of said St. Louis and Southwestern Railroad N 75'57'00" E, a distance of 123.25 feet to an iron
rod set for corner;
THENCE, departing the south right -of -way line of said St. Louis and Southwestern Railroad
S 01'17'00" W, a distance of 1,471.14 feet to an iron rod set for corner in the curving portion of the
north line of Belt Line Road;
THENCE, along said curving portion of Belt Line Road, the radius point of said curve being situated
N 07'44'25" W, a distance of 1,372.40 feet;
THENCE, northwesterly, along said curve to the right, through a central angle of 08'53'25 ", an arc
distance of 212.95 feet, a tangent length of 106.69 feet, and a chord bearing of S 86'42'22" W, a
distance of 212.73 feet to an iron rod set for corner;
THENCE, N 88'51'00" W, along said north line of Belt Line Road, a distance of 107.82 feet to the
POINT OF BEGINNING and containing 444,402 square feet or 10.202 acres of land, more or less.
SURVEYOR'S CERTIFICATE
1, PETER F. HENNESSEY, REGISTERED PROFESSIONAL LAND SURVEYOR, HEREBY CERTIFY THAT I HAVE
PREPARED THIS PLAT FROM AN ACTUAL ON -THE- GROUND SURVEY OF THE LAND, AND THAT THE CORNER
MONUMENTS SHOWN THEREON WERE PROPERLY PLACED UNDER MY PERSONAL SUPERVISION IN
ACCORDANCE WITH THE PLATTING RULES AND REGULATIONS OF THE CITY OF COPPELL, TEXAS.
PETER F. HENNESSEY, RPLS NO. 3740
DALLAS COUNTY
STATE OF TEXAS
BEFORE ME, THE UNDERSIGNED AUTHORITY, A NOTARY PUBLIC IN AND FOR THE SAID COUNTY AND STATE,
ON THIS DAY PERSONALLY APPEARED PETER F. HENNESSEY, KNOWN TO ME TO BE THE PERSON WHOSE
NAME IS SUBSCRIBED TO THE FOREGOING INSTRUMENT, AND WHO ACKNOWLEDGED TO ME THAT HE
EXECUTED THE SAME IN THE CAPACITY THEREIN STATED.
GIVEN UNDER MY HAND AND SEAL OF OFFICE THIS DAY OF
2006.
NOTARY PUBLIC IN AND FOR THE STATE OF TEXAS
MY COMMISSION EXPIRES:
may endanger or interfere with the construction, maintenance, or efficiency of its respective system, on the
easements and all public utilities shall at all times have the full right of ingress or egress to or from and upon
said easements for the purposes of constructing, reconstructing, or inspecting, patrolling, maintaining and adding
to or removing all or parts of its systems without the necessity at any time of procuring the permission of
anyone. (Any public utility shall have the right of ingress or egress to private property for the purpose of reading
meters and any maintenance or service required or ordinarily performed by that utility.)
Water main and sanitary sewer easements shall also include additional area of working space for construction and
maintenance of the systems. Additional easement area is also conveyed for installation and maintenance of
manholes, cleanouts, fire hydrants, water service, and sewer services from the main to curb or pavement line, and
the descriptions of such additional easements herein granted shall be determined by their locations as installed.
This plat approved subject to all platting ordinances, rules, regulations and resolution of the City of Coppell, Texas.
WITNESS, my hand this the day of 2006.
Robert L. Ingle, Owner
DALLAS COUNTY )(
STATE OF TEXAS )(
M. Kathrin Ingle, Owner
BEFORE ME, THE UNDERSIGNED AUTHORITY, A NOTARY PUBLIC IN AND FOR THE SAID COUNTY AND STATE, ON THIS
DAY PERSONALLY APPEARED ROBERT L. AND M. KATHRIN INGLE, KNOWN TO ME TO BE THE PERSONS WHOSE NAMES
ARE SUBSCRIBED TO THE FOREGOING INSTRUMENT, AND WHO ACKNOWLEDGED TO ME THAT THEY EXECUTED THE SAME
IN THE CAPACITY THEREIN STATED.
GIVEN UNDER MY HAND AND SEAL OF OFFICE THIS DAY OF , 2006.
NOTARY PUBLIC IN AND FOR THE STATE OF TEXAS
MY COMMISSION EXPIRES
RECOMMENDED FOR APPROVAL:
Chairman, Planning and Zoning Commission
City of Coppell, Texas
APPROVED AND ACCEPTED:
---
Mayor
City of Coppell, Texas
The undersigned, the City Secretary to the City of Coppell, Texas hereby certifies that the foregoing amending plat
of Shake & Shingle Addition to the City of Coppell was submitted to the City Council on the day of
2006, and the Council, by formal action, then and there accepted the dedication of streets,
alleys, parks, easements, public places, and water and sewer lines, as shown and set forth in and upon said plat,
and said Council further authorized the Mayor to note the acceptance thereof by signing his /her name as herein
above subscribed.
Witness my hand this day of 2006.
City Secretary
CURVE TABLE
CURVE DELTA RADIUS TANGENT LENGTH CHORD BRG. CHORD
C1 90'00'00" 54.00' 54.00' 84.82' N43'42'60"W 76.37'
C2 90'00'00" 30.00' 30.00' 47.12' N43'43'43 "W 42.43'
C3 53'07'48" 30.00' 15.00' 27.82' N62'09'06 "W 26.83'
C4 53'07'48" 30.00' 15.00' 27.82' S64'43'06 "W 26.83'
C5 16'15'37" 40.00' 5.71' 11.35' S4617'00''W 11.31'
C6 53'07'48" 30.00' 15.00' 27.82' S27'50'54 "W 26.83'
C7 90'00'00" 30.00' 30.00' 47.12' 543'43'00 "E 42.43'
C8 90'00'00" 30.00' 30.00' 47.12' N46'17'00 "E 42.43'
C9 90'00'00" 30.00' 30.00' 47.12' N46° 17'00 "E 42.43'
CIO 89'59'86" 54.00' 54.00' 84.82' N46'16'58 "E 76.37'
C11 106'02'08' 40.00' 53.12' 74.03' N88',36'1 6"W 63.91'
C12 52'54'20" 30.00' 14.93' 27.70' S64'49'50 "W 26.73'
C13 89'59'58" 54,00' 54.00' 84.82' 546'16'59 "W 76.37'
C14 89'59'57" 30.00' 30.00' 47.12' 546'16'58 "W 42.43'
C15 53'21'15" 30.00' 15.07' 27.94' N62 °02'23 "W 26.94'
C16 16'29'03" 40.00' 5.79' 11.51' N43'36'17 "W 11.47'
C17 53'07'48" 30.00' 15.00' 27.82' N25'1 6'54"W 26.83'
C18 90'00'00" 30.00' 30.00' 47.12' N46'17'00 "E 42.43'
C19 89059'47" 30.00' 30.00' 47.12' S43'42'53 "E 35.27'
C20 90'00'00" 30.00' 30.00' 47.12' N43'43'00 "W 42.43'
C21 90'00'15" 30.00' 30.00' 47.13' S46'17'08 "W 42.43'
C22 09'00'50" 494.00' 38.94' 77.72' NO3 °15'18 "E 77.64'
C23 07'06'27" 470.00' 29.19' 58.30' NO2*14'16 "E 58.27'
C24 85'29'30" 30.00' 27.73' 44.76' N48'32' 15 "E 40.72'
C25 89'59'45" 30.00' 30.00' 47.12' S43 °42'53 "E 42.42'
C26 09'01'19" 470.00' 37.08' 74.01' N05047'40 "E 73.93'
C27 01'15'32" 494.00' 5.43' 10.86' 501'54'46 "W 10.85'
C28 90'00'00" 30.00' 30.00' 47.12' S43'43'00 "E 42.43'
C29 89'59'49" 54,00' 1 54.00' 84.82' 1 543'42'55 "E 1 76.37'
ENNESSEY
ENGINEERING,INC.
1417 W. MAIN, # 100. CARROLLTON, TEXAS
75006, PHONE (972)245 -9478
LMANAGER: PLAT
SERVER : /DRAWINGS /1985/J8512/J8512.DWG
LINE TABLE
LINE BEARING LENGTH
L1 N01'17'00 "E 199.78'
L2 NO1'17'00 "E 199.78'
L3 N88'43'00 "W 42.02'
L4 N88 °43'00"W 42.02'
L5 S88'43'00 'E 56.02'
L6 S88'43'00 "E 56.02'
L7 SO1' 17'00 "W 185.78'
L8 N88'43'00"W 38.03'
L9 N88'43'00"W 37.70'
L10 N01'17'00 "E 469.78'
L11 S01'17'00"W 484.00'
L12 N01'17'00 "E 472.56'
L13 S8843'00 "E 51.86'
L14 N88'43'OWV 51.86'
L15 S01'1TOO"W 768.00'
L16 N01'17'00 "E 144.10'
L17 SO1"I 7'00'V 200.00'
L18 S88'43'00 "E 50.99'
L19 S88'43'00 "E 43.50'
L20 N01'17'00 'E 255.93'
L21 501'17'00 "W 256.71'
SCALE IN FEET
1"=50'
I
Z
0
z
0
0 CL
o °o
CK J
W W
Z w
J
W Z
Co U)
W
g
it
0
Z
1il1l
VICINITY MAP
N.T.S.
LOT 1 R, BLOCK A
OF THE SHAKE AND SHINGLE ADDITION
`1
i
�1
\1
\t
i
1
1
S.I.R. \l
SITE
N
NOV 2 32006
PLANNING pE Apia
BEING A REPLAT OF TRACT 1
OF THE SHAKE AND SHINGLE ADDITION
AN ADDITION TO THE CITY OF COPPELL,
I MCKINNEY AND WILLIAMS SURVEY, ABSTRACT NO. 10549
DALLAS COUNTY, TEXAS
OWNER:
KATHY AND ROBERT INGLE
200 E�/BELTLINE ROAD
COPPELL, TX 75019
PH: (972) 393 -0227
FAX: (972) 462 -9518
PD# 218 LI
PREPARED BYq
HENNESSEY ENGINEERING, INC.
1417 W. MAIN STREET, #100
CARROLLTON, TX 75006
PH: (972) 245 -9478
FAX: (972) 245... -7087
Texas, and being recorded in Volume 85226, Page 4479 of the , ee ecor Y.
and being more particularly described- as follows; rubbish collection agencies and all public and private utilities for each particular use. The maintenance of paving
-
on the utility and fire lane easements is the responsibility of the property owner. No buildings, fences, trees,
BEGINNING at an iron rod found in the north right -of -way line of Belt Line Road (a 120' R.O.W.) at shrubs or other improvements or growths shall be constructed, reconstructed, or placed upon, over, or across the
the southeast corner of Block 2, North Lake Business Center, Phase I, an addition to the City of easements as shown. Said easements being hereby reserved for the mutual use and accommodation of all public
Coppell, Texas as recorded in Volume 81085, Page 970, of the Plat Records, Dallas County, Texas; utilities using or desiring to use the same. All and any public utility shall have the right to remove and keep
removed all or parts of any buildings, fences, trees, shrubs, or other improvements Or growths which in any way
THENCE, N 01 °17'00" E along said east line of North. Lake Business Center, Phase I, a distance of--
1,086.46 feet to an iron rod found at the beginning of a curve to the right, the radius point of said
curve being situated S 88'43'00" E, a distance of 439.77 feet;
THENCE, northeasterly along said curve to the right, through a central angle of 57'07'06 ", an arc
distance of 438.40 feet, a tangent length of 239.36 feet, and a chord bearing N 29'50'33" E, a
distance of 420.48 feet to a point for corner at the northeast corner of said North Lake Business
Center and being in the south right�of =way line of the St. Louis and Southwestern Railroad (a 100'
R.O.W.);
THENCE, departing the east line of said North Lake Business Center and along the south right -of -way
line of said St. Louis and Southwestern Railroad N 75'57'00" E, a distance of 123.25 feet to an iron
rod set for corner;
THENCE, departing the south right -of -way line of said St. Louis and Southwestern Railroad
S 01'17'00" W, a distance of 1,471.14 feet to an iron rod set for corner in the curving portion of the
north line of Belt Line Road;
THENCE, along said curving portion of Belt Line Road, the radius point of said curve being situated
N 07'44'25" W, a distance of 1,372.40 feet;
THENCE, northwesterly, along said curve to the right, through a central angle of 08'53'25 ", an arc
distance of 212.95 feet, a tangent length of 106.69 feet, and a chord bearing of S 86'42'22" W, a
distance of 212.73 feet to an iron rod set for corner;
THENCE, N 88'51'00" W, along said north line of Belt Line Road, a distance of 107.82 feet to the
POINT OF BEGINNING and containing 444,402 square feet or 10.202 acres of land, more or less.
SURVEYOR'S CERTIFICATE
1, PETER F. HENNESSEY, REGISTERED PROFESSIONAL LAND SURVEYOR, HEREBY CERTIFY THAT I HAVE
PREPARED THIS PLAT FROM AN ACTUAL ON -THE- GROUND SURVEY OF THE LAND, AND THAT THE CORNER
MONUMENTS SHOWN THEREON WERE PROPERLY PLACED UNDER MY PERSONAL SUPERVISION IN
ACCORDANCE WITH THE PLATTING RULES AND REGULATIONS OF THE CITY OF COPPELL, TEXAS.
PETER F. HENNESSEY, RPLS NO. 3740
DALLAS COUNTY
STATE OF TEXAS
BEFORE ME, THE UNDERSIGNED AUTHORITY, A NOTARY PUBLIC IN AND FOR THE SAID COUNTY AND STATE,
ON THIS DAY PERSONALLY APPEARED PETER F. HENNESSEY, KNOWN TO ME TO BE THE PERSON WHOSE
NAME IS SUBSCRIBED TO THE FOREGOING INSTRUMENT, AND WHO ACKNOWLEDGED TO ME THAT HE
EXECUTED THE SAME IN THE CAPACITY THEREIN STATED.
GIVEN UNDER MY HAND AND SEAL OF OFFICE THIS DAY OF
2006.
NOTARY PUBLIC IN AND FOR THE STATE OF TEXAS
MY COMMISSION EXPIRES:
may endanger or interfere with the construction, maintenance, or efficiency of its respective system, on the
easements and all public utilities shall at all times have the full right of ingress or egress to or from and upon
said easements for the purposes of constructing, reconstructing, or inspecting, patrolling, maintaining and adding
to or removing all or parts of its systems without the necessity at any time of procuring the permission of
anyone. (Any public utility shall have the right of ingress or egress to private property for the purpose of reading
meters and any maintenance or service required or ordinarily performed by that utility.)
Water main and sanitary sewer easements shall also include additional area of working space for construction and
maintenance of the systems. Additional easement area is also conveyed for installation and maintenance of
manholes, cleanouts, fire hydrants, water service, and sewer services from the main to curb or pavement line, and
the descriptions of such additional easements herein granted shall be determined by their locations as installed.
This plat approved subject to all platting ordinances, rules, regulations and resolution of the City of Coppell, Texas.
WITNESS, my hand this the day of 2006.
Robert L. Ingle, Owner
DALLAS COUNTY )(
STATE OF TEXAS )(
M. Kathrin Ingle, Owner
BEFORE ME, THE UNDERSIGNED AUTHORITY, A NOTARY PUBLIC IN AND FOR THE SAID COUNTY AND STATE, ON THIS
DAY PERSONALLY APPEARED ROBERT L. AND M. KATHRIN INGLE, KNOWN TO ME TO BE THE PERSONS WHOSE NAMES
ARE SUBSCRIBED TO THE FOREGOING INSTRUMENT, AND WHO ACKNOWLEDGED TO ME THAT THEY EXECUTED THE SAME
IN THE CAPACITY THEREIN STATED.
GIVEN UNDER MY HAND AND SEAL OF OFFICE THIS DAY OF , 2006.
NOTARY PUBLIC IN AND FOR THE STATE OF TEXAS
MY COMMISSION EXPIRES
RECOMMENDED FOR APPROVAL:
Chairman, Planning and Zoning Commission
City of Coppell, Texas
APPROVED AND ACCEPTED:
---
Mayor
City of Coppell, Texas
The undersigned, the City Secretary to the City of Coppell, Texas hereby certifies that the foregoing amending plat
of Shake & Shingle Addition to the City of Coppell was submitted to the City Council on the day of
2006, and the Council, by formal action, then and there accepted the dedication of streets,
alleys, parks, easements, public places, and water and sewer lines, as shown and set forth in and upon said plat,
and said Council further authorized the Mayor to note the acceptance thereof by signing his /her name as herein
above subscribed.
Witness my hand this day of 2006.
City Secretary
CURVE TABLE
CURVE DELTA RADIUS TANGENT LENGTH CHORD BRG. CHORD
C1 90'00'00" 54.00' 54.00' 84.82' N43'42'60"W 76.37'
C2 90'00'00" 30.00' 30.00' 47.12' N43'43'43 "W 42.43'
C3 53'07'48" 30.00' 15.00' 27.82' N62'09'06 "W 26.83'
C4 53'07'48" 30.00' 15.00' 27.82' S64'43'06 "W 26.83'
C5 16'15'37" 40.00' 5.71' 11.35' S4617'00''W 11.31'
C6 53'07'48" 30.00' 15.00' 27.82' S27'50'54 "W 26.83'
C7 90'00'00" 30.00' 30.00' 47.12' 543'43'00 "E 42.43'
C8 90'00'00" 30.00' 30.00' 47.12' N46'17'00 "E 42.43'
C9 90'00'00" 30.00' 30.00' 47.12' N46° 17'00 "E 42.43'
CIO 89'59'86" 54.00' 54.00' 84.82' N46'16'58 "E 76.37'
C11 106'02'08' 40.00' 53.12' 74.03' N88',36'1 6"W 63.91'
C12 52'54'20" 30.00' 14.93' 27.70' S64'49'50 "W 26.73'
C13 89'59'58" 54,00' 54.00' 84.82' 546'16'59 "W 76.37'
C14 89'59'57" 30.00' 30.00' 47.12' 546'16'58 "W 42.43'
C15 53'21'15" 30.00' 15.07' 27.94' N62 °02'23 "W 26.94'
C16 16'29'03" 40.00' 5.79' 11.51' N43'36'17 "W 11.47'
C17 53'07'48" 30.00' 15.00' 27.82' N25'1 6'54"W 26.83'
C18 90'00'00" 30.00' 30.00' 47.12' N46'17'00 "E 42.43'
C19 89059'47" 30.00' 30.00' 47.12' S43'42'53 "E 35.27'
C20 90'00'00" 30.00' 30.00' 47.12' N43'43'00 "W 42.43'
C21 90'00'15" 30.00' 30.00' 47.13' S46'17'08 "W 42.43'
C22 09'00'50" 494.00' 38.94' 77.72' NO3 °15'18 "E 77.64'
C23 07'06'27" 470.00' 29.19' 58.30' NO2*14'16 "E 58.27'
C24 85'29'30" 30.00' 27.73' 44.76' N48'32' 15 "E 40.72'
C25 89'59'45" 30.00' 30.00' 47.12' S43 °42'53 "E 42.42'
C26 09'01'19" 470.00' 37.08' 74.01' N05047'40 "E 73.93'
C27 01'15'32" 494.00' 5.43' 10.86' 501'54'46 "W 10.85'
C28 90'00'00" 30.00' 30.00' 47.12' S43'43'00 "E 42.43'
C29 89'59'49" 54,00' 1 54.00' 84.82' 1 543'42'55 "E 1 76.37'
ENNESSEY
ENGINEERING,INC.
1417 W. MAIN, # 100. CARROLLTON, TEXAS
75006, PHONE (972)245 -9478
LMANAGER: PLAT
SERVER : /DRAWINGS /1985/J8512/J8512.DWG
LINE TABLE
LINE BEARING LENGTH
L1 N01'17'00 "E 199.78'
L2 NO1'17'00 "E 199.78'
L3 N88'43'00 "W 42.02'
L4 N88 °43'00"W 42.02'
L5 S88'43'00 'E 56.02'
L6 S88'43'00 "E 56.02'
L7 SO1' 17'00 "W 185.78'
L8 N88'43'00"W 38.03'
L9 N88'43'00"W 37.70'
L10 N01'17'00 "E 469.78'
L11 S01'17'00"W 484.00'
L12 N01'17'00 "E 472.56'
L13 S8843'00 "E 51.86'
L14 N88'43'OWV 51.86'
L15 S01'1TOO"W 768.00'
L16 N01'17'00 "E 144.10'
L17 SO1"I 7'00'V 200.00'
L18 S88'43'00 "E 50.99'
L19 S88'43'00 "E 43.50'
L20 N01'17'00 'E 255.93'
L21 501'17'00 "W 256.71'
SCALE IN FEET
1"=50'
I
Z
0
z
0
0 CL
o °o
CK J
W W
Z w
J
W Z
Co U)
W
g
it
0
Z
1il1l
VICINITY MAP
N.T.S.
LOT 1 R, BLOCK A
OF THE SHAKE AND SHINGLE ADDITION
`1
i
�1
\1
\t
i
1
1
S.I.R. \l
SITE
N
NOV 2 32006
PLANNING pE Apia
BEING A REPLAT OF TRACT 1
OF THE SHAKE AND SHINGLE ADDITION
AN ADDITION TO THE CITY OF COPPELL,
I MCKINNEY AND WILLIAMS SURVEY, ABSTRACT NO. 10549
DALLAS COUNTY, TEXAS
OWNER:
KATHY AND ROBERT INGLE
200 E�/BELTLINE ROAD
COPPELL, TX 75019
PH: (972) 393 -0227
FAX: (972) 462 -9518
PD# 218 LI
PREPARED BYq
HENNESSEY ENGINEERING, INC.
1417 W. MAIN STREET, #100
CARROLLTON, TX 75006
PH: (972) 245 -9478
FAX: (972) 245... -7087
THENCE, northeasterly along said curve to the right, through a central angle of 57'07'06 ", an arc
distance of 438.40 feet, a tangent length of 239.36 feet, and a chord bearing N 29'50'33" E, a
distance of 420.48 feet to a point for corner at the northeast corner of said North Lake Business
Center and being in the south right�of =way line of the St. Louis and Southwestern Railroad (a 100'
R.O.W.);
THENCE, departing the east line of said North Lake Business Center and along the south right -of -way
line of said St. Louis and Southwestern Railroad N 75'57'00" E, a distance of 123.25 feet to an iron
rod set for corner;
THENCE, departing the south right -of -way line of said St. Louis and Southwestern Railroad
S 01'17'00" W, a distance of 1,471.14 feet to an iron rod set for corner in the curving portion of the
north line of Belt Line Road;
THENCE, along said curving portion of Belt Line Road, the radius point of said curve being situated
N 07'44'25" W, a distance of 1,372.40 feet;
THENCE, northwesterly, along said curve to the right, through a central angle of 08'53'25 ", an arc
distance of 212.95 feet, a tangent length of 106.69 feet, and a chord bearing of S 86'42'22" W, a
distance of 212.73 feet to an iron rod set for corner;
THENCE, N 88'51'00" W, along said north line of Belt Line Road, a distance of 107.82 feet to the
POINT OF BEGINNING and containing 444,402 square feet or 10.202 acres of land, more or less.
SURVEYOR'S CERTIFICATE
1, PETER F. HENNESSEY, REGISTERED PROFESSIONAL LAND SURVEYOR, HEREBY CERTIFY THAT I HAVE
PREPARED THIS PLAT FROM AN ACTUAL ON -THE- GROUND SURVEY OF THE LAND, AND THAT THE CORNER
MONUMENTS SHOWN THEREON WERE PROPERLY PLACED UNDER MY PERSONAL SUPERVISION IN
ACCORDANCE WITH THE PLATTING RULES AND REGULATIONS OF THE CITY OF COPPELL, TEXAS.
PETER F. HENNESSEY, RPLS NO. 3740
DALLAS COUNTY
STATE OF TEXAS
BEFORE ME, THE UNDERSIGNED AUTHORITY, A NOTARY PUBLIC IN AND FOR THE SAID COUNTY AND STATE,
ON THIS DAY PERSONALLY APPEARED PETER F. HENNESSEY, KNOWN TO ME TO BE THE PERSON WHOSE
NAME IS SUBSCRIBED TO THE FOREGOING INSTRUMENT, AND WHO ACKNOWLEDGED TO ME THAT HE
EXECUTED THE SAME IN THE CAPACITY THEREIN STATED.
GIVEN UNDER MY HAND AND SEAL OF OFFICE THIS DAY OF
2006.
NOTARY PUBLIC IN AND FOR THE STATE OF TEXAS
MY COMMISSION EXPIRES:
may endanger or interfere with the construction, maintenance, or efficiency of its respective system, on the
easements and all public utilities shall at all times have the full right of ingress or egress to or from and upon
said easements for the purposes of constructing, reconstructing, or inspecting, patrolling, maintaining and adding
to or removing all or parts of its systems without the necessity at any time of procuring the permission of
anyone. (Any public utility shall have the right of ingress or egress to private property for the purpose of reading
meters and any maintenance or service required or ordinarily performed by that utility.)
Water main and sanitary sewer easements shall also include additional area of working space for construction and
maintenance of the systems. Additional easement area is also conveyed for installation and maintenance of
manholes, cleanouts, fire hydrants, water service, and sewer services from the main to curb or pavement line, and
the descriptions of such additional easements herein granted shall be determined by their locations as installed.
This plat approved subject to all platting ordinances, rules, regulations and resolution of the City of Coppell, Texas.
WITNESS, my hand this the day of 2006.
Robert L. Ingle, Owner
DALLAS COUNTY )(
STATE OF TEXAS )(
M. Kathrin Ingle, Owner
BEFORE ME, THE UNDERSIGNED AUTHORITY, A NOTARY PUBLIC IN AND FOR THE SAID COUNTY AND STATE, ON THIS
DAY PERSONALLY APPEARED ROBERT L. AND M. KATHRIN INGLE, KNOWN TO ME TO BE THE PERSONS WHOSE NAMES
ARE SUBSCRIBED TO THE FOREGOING INSTRUMENT, AND WHO ACKNOWLEDGED TO ME THAT THEY EXECUTED THE SAME
IN THE CAPACITY THEREIN STATED.
GIVEN UNDER MY HAND AND SEAL OF OFFICE THIS DAY OF , 2006.
NOTARY PUBLIC IN AND FOR THE STATE OF TEXAS
MY COMMISSION EXPIRES
RECOMMENDED FOR APPROVAL:
Chairman, Planning and Zoning Commission
City of Coppell, Texas
APPROVED AND ACCEPTED:
---
Mayor
City of Coppell, Texas
The undersigned, the City Secretary to the City of Coppell, Texas hereby certifies that the foregoing amending plat
of Shake & Shingle Addition to the City of Coppell was submitted to the City Council on the day of
2006, and the Council, by formal action, then and there accepted the dedication of streets,
alleys, parks, easements, public places, and water and sewer lines, as shown and set forth in and upon said plat,
and said Council further authorized the Mayor to note the acceptance thereof by signing his /her name as herein
above subscribed.
Witness my hand this day of 2006.
City Secretary
CURVE TABLE
CURVE DELTA RADIUS TANGENT LENGTH CHORD BRG. CHORD
C1 90'00'00" 54.00' 54.00' 84.82' N43'42'60"W 76.37'
C2 90'00'00" 30.00' 30.00' 47.12' N43'43'43 "W 42.43'
C3 53'07'48" 30.00' 15.00' 27.82' N62'09'06 "W 26.83'
C4 53'07'48" 30.00' 15.00' 27.82' S64'43'06 "W 26.83'
C5 16'15'37" 40.00' 5.71' 11.35' S4617'00''W 11.31'
C6 53'07'48" 30.00' 15.00' 27.82' S27'50'54 "W 26.83'
C7 90'00'00" 30.00' 30.00' 47.12' 543'43'00 "E 42.43'
C8 90'00'00" 30.00' 30.00' 47.12' N46'17'00 "E 42.43'
C9 90'00'00" 30.00' 30.00' 47.12' N46° 17'00 "E 42.43'
CIO 89'59'86" 54.00' 54.00' 84.82' N46'16'58 "E 76.37'
C11 106'02'08' 40.00' 53.12' 74.03' N88',36'1 6"W 63.91'
C12 52'54'20" 30.00' 14.93' 27.70' S64'49'50 "W 26.73'
C13 89'59'58" 54,00' 54.00' 84.82' 546'16'59 "W 76.37'
C14 89'59'57" 30.00' 30.00' 47.12' 546'16'58 "W 42.43'
C15 53'21'15" 30.00' 15.07' 27.94' N62 °02'23 "W 26.94'
C16 16'29'03" 40.00' 5.79' 11.51' N43'36'17 "W 11.47'
C17 53'07'48" 30.00' 15.00' 27.82' N25'1 6'54"W 26.83'
C18 90'00'00" 30.00' 30.00' 47.12' N46'17'00 "E 42.43'
C19 89059'47" 30.00' 30.00' 47.12' S43'42'53 "E 35.27'
C20 90'00'00" 30.00' 30.00' 47.12' N43'43'00 "W 42.43'
C21 90'00'15" 30.00' 30.00' 47.13' S46'17'08 "W 42.43'
C22 09'00'50" 494.00' 38.94' 77.72' NO3 °15'18 "E 77.64'
C23 07'06'27" 470.00' 29.19' 58.30' NO2*14'16 "E 58.27'
C24 85'29'30" 30.00' 27.73' 44.76' N48'32' 15 "E 40.72'
C25 89'59'45" 30.00' 30.00' 47.12' S43 °42'53 "E 42.42'
C26 09'01'19" 470.00' 37.08' 74.01' N05047'40 "E 73.93'
C27 01'15'32" 494.00' 5.43' 10.86' 501'54'46 "W 10.85'
C28 90'00'00" 30.00' 30.00' 47.12' S43'43'00 "E 42.43'
C29 89'59'49" 54,00' 1 54.00' 84.82' 1 543'42'55 "E 1 76.37'
ENNESSEY
ENGINEERING,INC.
1417 W. MAIN, # 100. CARROLLTON, TEXAS
75006, PHONE (972)245 -9478
LMANAGER: PLAT
SERVER : /DRAWINGS /1985/J8512/J8512.DWG
LINE TABLE
LINE BEARING LENGTH
L1 N01'17'00 "E 199.78'
L2 NO1'17'00 "E 199.78'
L3 N88'43'00 "W 42.02'
L4 N88 °43'00"W 42.02'
L5 S88'43'00 'E 56.02'
L6 S88'43'00 "E 56.02'
L7 SO1' 17'00 "W 185.78'
L8 N88'43'00"W 38.03'
L9 N88'43'00"W 37.70'
L10 N01'17'00 "E 469.78'
L11 S01'17'00"W 484.00'
L12 N01'17'00 "E 472.56'
L13 S8843'00 "E 51.86'
L14 N88'43'OWV 51.86'
L15 S01'1TOO"W 768.00'
L16 N01'17'00 "E 144.10'
L17 SO1"I 7'00'V 200.00'
L18 S88'43'00 "E 50.99'
L19 S88'43'00 "E 43.50'
L20 N01'17'00 'E 255.93'
L21 501'17'00 "W 256.71'
SCALE IN FEET
1"=50'
I
Z
0
z
0
0 CL
o °o
CK J
W W
Z w
J
W Z
Co U)
W
g
it
0
Z
1il1l
VICINITY MAP
N.T.S.
LOT 1 R, BLOCK A
OF THE SHAKE AND SHINGLE ADDITION
`1
i
�1
\1
\t
i
1
1
S.I.R. \l
SITE
N
NOV 2 32006
PLANNING pE Apia
BEING A REPLAT OF TRACT 1
OF THE SHAKE AND SHINGLE ADDITION
AN ADDITION TO THE CITY OF COPPELL,
I MCKINNEY AND WILLIAMS SURVEY, ABSTRACT NO. 10549
DALLAS COUNTY, TEXAS
OWNER:
KATHY AND ROBERT INGLE
200 E�/BELTLINE ROAD
COPPELL, TX 75019
PH: (972) 393 -0227
FAX: (972) 462 -9518
PD# 218 LI
PREPARED BYq
HENNESSEY ENGINEERING, INC.
1417 W. MAIN STREET, #100
CARROLLTON, TX 75006
PH: (972) 245 -9478
FAX: (972) 245... -7087
Water main and sanitary sewer easements shall also include additional area of working space for construction and
maintenance of the systems. Additional easement area is also conveyed for installation and maintenance of
manholes, cleanouts, fire hydrants, water service, and sewer services from the main to curb or pavement line, and
the descriptions of such additional easements herein granted shall be determined by their locations as installed.
This plat approved subject to all platting ordinances, rules, regulations and resolution of the City of Coppell, Texas.
WITNESS, my hand this the day of 2006.
Robert L. Ingle, Owner
DALLAS COUNTY )(
STATE OF TEXAS )(
M. Kathrin Ingle, Owner
BEFORE ME, THE UNDERSIGNED AUTHORITY, A NOTARY PUBLIC IN AND FOR THE SAID COUNTY AND STATE, ON THIS
DAY PERSONALLY APPEARED ROBERT L. AND M. KATHRIN INGLE, KNOWN TO ME TO BE THE PERSONS WHOSE NAMES
ARE SUBSCRIBED TO THE FOREGOING INSTRUMENT, AND WHO ACKNOWLEDGED TO ME THAT THEY EXECUTED THE SAME
IN THE CAPACITY THEREIN STATED.
GIVEN UNDER MY HAND AND SEAL OF OFFICE THIS DAY OF , 2006.
NOTARY PUBLIC IN AND FOR THE STATE OF TEXAS
MY COMMISSION EXPIRES
RECOMMENDED FOR APPROVAL:
Chairman, Planning and Zoning Commission
City of Coppell, Texas
APPROVED AND ACCEPTED:
---
Mayor
City of Coppell, Texas
The undersigned, the City Secretary to the City of Coppell, Texas hereby certifies that the foregoing amending plat
of Shake & Shingle Addition to the City of Coppell was submitted to the City Council on the day of
2006, and the Council, by formal action, then and there accepted the dedication of streets,
alleys, parks, easements, public places, and water and sewer lines, as shown and set forth in and upon said plat,
and said Council further authorized the Mayor to note the acceptance thereof by signing his /her name as herein
above subscribed.
Witness my hand this day of 2006.
City Secretary
CURVE TABLE
CURVE DELTA RADIUS TANGENT LENGTH CHORD BRG. CHORD
C1 90'00'00" 54.00' 54.00' 84.82' N43'42'60"W 76.37'
C2 90'00'00" 30.00' 30.00' 47.12' N43'43'43 "W 42.43'
C3 53'07'48" 30.00' 15.00' 27.82' N62'09'06 "W 26.83'
C4 53'07'48" 30.00' 15.00' 27.82' S64'43'06 "W 26.83'
C5 16'15'37" 40.00' 5.71' 11.35' S4617'00''W 11.31'
C6 53'07'48" 30.00' 15.00' 27.82' S27'50'54 "W 26.83'
C7 90'00'00" 30.00' 30.00' 47.12' 543'43'00 "E 42.43'
C8 90'00'00" 30.00' 30.00' 47.12' N46'17'00 "E 42.43'
C9 90'00'00" 30.00' 30.00' 47.12' N46° 17'00 "E 42.43'
CIO 89'59'86" 54.00' 54.00' 84.82' N46'16'58 "E 76.37'
C11 106'02'08' 40.00' 53.12' 74.03' N88',36'1 6"W 63.91'
C12 52'54'20" 30.00' 14.93' 27.70' S64'49'50 "W 26.73'
C13 89'59'58" 54,00' 54.00' 84.82' 546'16'59 "W 76.37'
C14 89'59'57" 30.00' 30.00' 47.12' 546'16'58 "W 42.43'
C15 53'21'15" 30.00' 15.07' 27.94' N62 °02'23 "W 26.94'
C16 16'29'03" 40.00' 5.79' 11.51' N43'36'17 "W 11.47'
C17 53'07'48" 30.00' 15.00' 27.82' N25'1 6'54"W 26.83'
C18 90'00'00" 30.00' 30.00' 47.12' N46'17'00 "E 42.43'
C19 89059'47" 30.00' 30.00' 47.12' S43'42'53 "E 35.27'
C20 90'00'00" 30.00' 30.00' 47.12' N43'43'00 "W 42.43'
C21 90'00'15" 30.00' 30.00' 47.13' S46'17'08 "W 42.43'
C22 09'00'50" 494.00' 38.94' 77.72' NO3 °15'18 "E 77.64'
C23 07'06'27" 470.00' 29.19' 58.30' NO2*14'16 "E 58.27'
C24 85'29'30" 30.00' 27.73' 44.76' N48'32' 15 "E 40.72'
C25 89'59'45" 30.00' 30.00' 47.12' S43 °42'53 "E 42.42'
C26 09'01'19" 470.00' 37.08' 74.01' N05047'40 "E 73.93'
C27 01'15'32" 494.00' 5.43' 10.86' 501'54'46 "W 10.85'
C28 90'00'00" 30.00' 30.00' 47.12' S43'43'00 "E 42.43'
C29 89'59'49" 54,00' 1 54.00' 84.82' 1 543'42'55 "E 1 76.37'
ENNESSEY
ENGINEERING,INC.
1417 W. MAIN, # 100. CARROLLTON, TEXAS
75006, PHONE (972)245 -9478
LMANAGER: PLAT
SERVER : /DRAWINGS /1985/J8512/J8512.DWG
LINE TABLE
LINE BEARING LENGTH
L1 N01'17'00 "E 199.78'
L2 NO1'17'00 "E 199.78'
L3 N88'43'00 "W 42.02'
L4 N88 °43'00"W 42.02'
L5 S88'43'00 'E 56.02'
L6 S88'43'00 "E 56.02'
L7 SO1' 17'00 "W 185.78'
L8 N88'43'00"W 38.03'
L9 N88'43'00"W 37.70'
L10 N01'17'00 "E 469.78'
L11 S01'17'00"W 484.00'
L12 N01'17'00 "E 472.56'
L13 S8843'00 "E 51.86'
L14 N88'43'OWV 51.86'
L15 S01'1TOO"W 768.00'
L16 N01'17'00 "E 144.10'
L17 SO1"I 7'00'V 200.00'
L18 S88'43'00 "E 50.99'
L19 S88'43'00 "E 43.50'
L20 N01'17'00 'E 255.93'
L21 501'17'00 "W 256.71'
SCALE IN FEET
1"=50'
I
Z
0
z
0
0 CL
o °o
CK J
W W
Z w
J
W Z
Co U)
W
g
it
0
Z
1il1l
VICINITY MAP
N.T.S.
LOT 1 R, BLOCK A
OF THE SHAKE AND SHINGLE ADDITION
`1
i
�1
\1
\t
i
1
1
S.I.R. \l
SITE
N
NOV 2 32006
PLANNING pE Apia
BEING A REPLAT OF TRACT 1
OF THE SHAKE AND SHINGLE ADDITION
AN ADDITION TO THE CITY OF COPPELL,
I MCKINNEY AND WILLIAMS SURVEY, ABSTRACT NO. 10549
DALLAS COUNTY, TEXAS
OWNER:
KATHY AND ROBERT INGLE
200 E�/BELTLINE ROAD
COPPELL, TX 75019
PH: (972) 393 -0227
FAX: (972) 462 -9518
PD# 218 LI
PREPARED BYq
HENNESSEY ENGINEERING, INC.
1417 W. MAIN STREET, #100
CARROLLTON, TX 75006
PH: (972) 245 -9478
FAX: (972) 245... -7087
Robert L. Ingle, Owner
DALLAS COUNTY )(
STATE OF TEXAS )(
M. Kathrin Ingle, Owner
BEFORE ME, THE UNDERSIGNED AUTHORITY, A NOTARY PUBLIC IN AND FOR THE SAID COUNTY AND STATE, ON THIS
DAY PERSONALLY APPEARED ROBERT L. AND M. KATHRIN INGLE, KNOWN TO ME TO BE THE PERSONS WHOSE NAMES
ARE SUBSCRIBED TO THE FOREGOING INSTRUMENT, AND WHO ACKNOWLEDGED TO ME THAT THEY EXECUTED THE SAME
IN THE CAPACITY THEREIN STATED.
GIVEN UNDER MY HAND AND SEAL OF OFFICE THIS DAY OF , 2006.
NOTARY PUBLIC IN AND FOR THE STATE OF TEXAS
MY COMMISSION EXPIRES
RECOMMENDED FOR APPROVAL:
Chairman, Planning and Zoning Commission
City of Coppell, Texas
APPROVED AND ACCEPTED:
---
Mayor
City of Coppell, Texas
The undersigned, the City Secretary to the City of Coppell, Texas hereby certifies that the foregoing amending plat
of Shake & Shingle Addition to the City of Coppell was submitted to the City Council on the day of
2006, and the Council, by formal action, then and there accepted the dedication of streets,
alleys, parks, easements, public places, and water and sewer lines, as shown and set forth in and upon said plat,
and said Council further authorized the Mayor to note the acceptance thereof by signing his /her name as herein
above subscribed.
Witness my hand this day of 2006.
City Secretary
CURVE TABLE
CURVE DELTA RADIUS TANGENT LENGTH CHORD BRG. CHORD
C1 90'00'00" 54.00' 54.00' 84.82' N43'42'60"W 76.37'
C2 90'00'00" 30.00' 30.00' 47.12' N43'43'43 "W 42.43'
C3 53'07'48" 30.00' 15.00' 27.82' N62'09'06 "W 26.83'
C4 53'07'48" 30.00' 15.00' 27.82' S64'43'06 "W 26.83'
C5 16'15'37" 40.00' 5.71' 11.35' S4617'00''W 11.31'
C6 53'07'48" 30.00' 15.00' 27.82' S27'50'54 "W 26.83'
C7 90'00'00" 30.00' 30.00' 47.12' 543'43'00 "E 42.43'
C8 90'00'00" 30.00' 30.00' 47.12' N46'17'00 "E 42.43'
C9 90'00'00" 30.00' 30.00' 47.12' N46° 17'00 "E 42.43'
CIO 89'59'86" 54.00' 54.00' 84.82' N46'16'58 "E 76.37'
C11 106'02'08' 40.00' 53.12' 74.03' N88',36'1 6"W 63.91'
C12 52'54'20" 30.00' 14.93' 27.70' S64'49'50 "W 26.73'
C13 89'59'58" 54,00' 54.00' 84.82' 546'16'59 "W 76.37'
C14 89'59'57" 30.00' 30.00' 47.12' 546'16'58 "W 42.43'
C15 53'21'15" 30.00' 15.07' 27.94' N62 °02'23 "W 26.94'
C16 16'29'03" 40.00' 5.79' 11.51' N43'36'17 "W 11.47'
C17 53'07'48" 30.00' 15.00' 27.82' N25'1 6'54"W 26.83'
C18 90'00'00" 30.00' 30.00' 47.12' N46'17'00 "E 42.43'
C19 89059'47" 30.00' 30.00' 47.12' S43'42'53 "E 35.27'
C20 90'00'00" 30.00' 30.00' 47.12' N43'43'00 "W 42.43'
C21 90'00'15" 30.00' 30.00' 47.13' S46'17'08 "W 42.43'
C22 09'00'50" 494.00' 38.94' 77.72' NO3 °15'18 "E 77.64'
C23 07'06'27" 470.00' 29.19' 58.30' NO2*14'16 "E 58.27'
C24 85'29'30" 30.00' 27.73' 44.76' N48'32' 15 "E 40.72'
C25 89'59'45" 30.00' 30.00' 47.12' S43 °42'53 "E 42.42'
C26 09'01'19" 470.00' 37.08' 74.01' N05047'40 "E 73.93'
C27 01'15'32" 494.00' 5.43' 10.86' 501'54'46 "W 10.85'
C28 90'00'00" 30.00' 30.00' 47.12' S43'43'00 "E 42.43'
C29 89'59'49" 54,00' 1 54.00' 84.82' 1 543'42'55 "E 1 76.37'
ENNESSEY
ENGINEERING,INC.
1417 W. MAIN, # 100. CARROLLTON, TEXAS
75006, PHONE (972)245 -9478
LMANAGER: PLAT
SERVER : /DRAWINGS /1985/J8512/J8512.DWG
LINE TABLE
LINE BEARING LENGTH
L1 N01'17'00 "E 199.78'
L2 NO1'17'00 "E 199.78'
L3 N88'43'00 "W 42.02'
L4 N88 °43'00"W 42.02'
L5 S88'43'00 'E 56.02'
L6 S88'43'00 "E 56.02'
L7 SO1' 17'00 "W 185.78'
L8 N88'43'00"W 38.03'
L9 N88'43'00"W 37.70'
L10 N01'17'00 "E 469.78'
L11 S01'17'00"W 484.00'
L12 N01'17'00 "E 472.56'
L13 S8843'00 "E 51.86'
L14 N88'43'OWV 51.86'
L15 S01'1TOO"W 768.00'
L16 N01'17'00 "E 144.10'
L17 SO1"I 7'00'V 200.00'
L18 S88'43'00 "E 50.99'
L19 S88'43'00 "E 43.50'
L20 N01'17'00 'E 255.93'
L21 501'17'00 "W 256.71'
SCALE IN FEET
1"=50'
I
Z
0
z
0
0 CL
o °o
CK J
W W
Z w
J
W Z
Co U)
W
g
it
0
Z
1il1l
VICINITY MAP
N.T.S.
LOT 1 R, BLOCK A
OF THE SHAKE AND SHINGLE ADDITION
`1
i
�1
\1
\t
i
1
1
S.I.R. \l
SITE
N
NOV 2 32006
PLANNING pE Apia
BEING A REPLAT OF TRACT 1
OF THE SHAKE AND SHINGLE ADDITION
AN ADDITION TO THE CITY OF COPPELL,
I MCKINNEY AND WILLIAMS SURVEY, ABSTRACT NO. 10549
DALLAS COUNTY, TEXAS
OWNER:
KATHY AND ROBERT INGLE
200 E�/BELTLINE ROAD
COPPELL, TX 75019
PH: (972) 393 -0227
FAX: (972) 462 -9518
PD# 218 LI
PREPARED BYq
HENNESSEY ENGINEERING, INC.
1417 W. MAIN STREET, #100
CARROLLTON, TX 75006
PH: (972) 245 -9478
FAX: (972) 245... -7087
City Secretary
CURVE TABLE
CURVE DELTA RADIUS TANGENT LENGTH CHORD BRG. CHORD
C1 90'00'00" 54.00' 54.00' 84.82' N43'42'60"W 76.37'
C2 90'00'00" 30.00' 30.00' 47.12' N43'43'43 "W 42.43'
C3 53'07'48" 30.00' 15.00' 27.82' N62'09'06 "W 26.83'
C4 53'07'48" 30.00' 15.00' 27.82' S64'43'06 "W 26.83'
C5 16'15'37" 40.00' 5.71' 11.35' S4617'00''W 11.31'
C6 53'07'48" 30.00' 15.00' 27.82' S27'50'54 "W 26.83'
C7 90'00'00" 30.00' 30.00' 47.12' 543'43'00 "E 42.43'
C8 90'00'00" 30.00' 30.00' 47.12' N46'17'00 "E 42.43'
C9 90'00'00" 30.00' 30.00' 47.12' N46° 17'00 "E 42.43'
CIO 89'59'86" 54.00' 54.00' 84.82' N46'16'58 "E 76.37'
C11 106'02'08' 40.00' 53.12' 74.03' N88',36'1 6"W 63.91'
C12 52'54'20" 30.00' 14.93' 27.70' S64'49'50 "W 26.73'
C13 89'59'58" 54,00' 54.00' 84.82' 546'16'59 "W 76.37'
C14 89'59'57" 30.00' 30.00' 47.12' 546'16'58 "W 42.43'
C15 53'21'15" 30.00' 15.07' 27.94' N62 °02'23 "W 26.94'
C16 16'29'03" 40.00' 5.79' 11.51' N43'36'17 "W 11.47'
C17 53'07'48" 30.00' 15.00' 27.82' N25'1 6'54"W 26.83'
C18 90'00'00" 30.00' 30.00' 47.12' N46'17'00 "E 42.43'
C19 89059'47" 30.00' 30.00' 47.12' S43'42'53 "E 35.27'
C20 90'00'00" 30.00' 30.00' 47.12' N43'43'00 "W 42.43'
C21 90'00'15" 30.00' 30.00' 47.13' S46'17'08 "W 42.43'
C22 09'00'50" 494.00' 38.94' 77.72' NO3 °15'18 "E 77.64'
C23 07'06'27" 470.00' 29.19' 58.30' NO2*14'16 "E 58.27'
C24 85'29'30" 30.00' 27.73' 44.76' N48'32' 15 "E 40.72'
C25 89'59'45" 30.00' 30.00' 47.12' S43 °42'53 "E 42.42'
C26 09'01'19" 470.00' 37.08' 74.01' N05047'40 "E 73.93'
C27 01'15'32" 494.00' 5.43' 10.86' 501'54'46 "W 10.85'
C28 90'00'00" 30.00' 30.00' 47.12' S43'43'00 "E 42.43'
C29 89'59'49" 54,00' 1 54.00' 84.82' 1 543'42'55 "E 1 76.37'
ENNESSEY
ENGINEERING,INC.
1417 W. MAIN, # 100. CARROLLTON, TEXAS
75006, PHONE (972)245 -9478
LMANAGER: PLAT
SERVER : /DRAWINGS /1985/J8512/J8512.DWG
LINE TABLE
LINE BEARING LENGTH
L1 N01'17'00 "E 199.78'
L2 NO1'17'00 "E 199.78'
L3 N88'43'00 "W 42.02'
L4 N88 °43'00"W 42.02'
L5 S88'43'00 'E 56.02'
L6 S88'43'00 "E 56.02'
L7 SO1' 17'00 "W 185.78'
L8 N88'43'00"W 38.03'
L9 N88'43'00"W 37.70'
L10 N01'17'00 "E 469.78'
L11 S01'17'00"W 484.00'
L12 N01'17'00 "E 472.56'
L13 S8843'00 "E 51.86'
L14 N88'43'OWV 51.86'
L15 S01'1TOO"W 768.00'
L16 N01'17'00 "E 144.10'
L17 SO1"I 7'00'V 200.00'
L18 S88'43'00 "E 50.99'
L19 S88'43'00 "E 43.50'
L20 N01'17'00 'E 255.93'
L21 501'17'00 "W 256.71'
SCALE IN FEET
1"=50'
I
Z
0
z
0
0 CL
o °o
CK J
W W
Z w
J
W Z
Co U)
W
g
it
0
Z
1il1l
VICINITY MAP
N.T.S.
LOT 1 R, BLOCK A
OF THE SHAKE AND SHINGLE ADDITION
`1
i
�1
\1
\t
i
1
1
S.I.R. \l
SITE
N
NOV 2 32006
PLANNING pE Apia
BEING A REPLAT OF TRACT 1
OF THE SHAKE AND SHINGLE ADDITION
AN ADDITION TO THE CITY OF COPPELL,
I MCKINNEY AND WILLIAMS SURVEY, ABSTRACT NO. 10549
DALLAS COUNTY, TEXAS
OWNER:
KATHY AND ROBERT INGLE
200 E�/BELTLINE ROAD
COPPELL, TX 75019
PH: (972) 393 -0227
FAX: (972) 462 -9518
PD# 218 LI
PREPARED BYq
HENNESSEY ENGINEERING, INC.
1417 W. MAIN STREET, #100
CARROLLTON, TX 75006
PH: (972) 245 -9478
FAX: (972) 245... -7087
ENNESSEY
ENGINEERING,INC.
1417 W. MAIN, # 100. CARROLLTON, TEXAS
75006, PHONE (972)245 -9478
LMANAGER: PLAT
SERVER : /DRAWINGS /1985/J8512/J8512.DWG
LINE TABLE
LINE BEARING LENGTH
L1 N01'17'00 "E 199.78'
L2 NO1'17'00 "E 199.78'
L3 N88'43'00 "W 42.02'
L4 N88 °43'00"W 42.02'
L5 S88'43'00 'E 56.02'
L6 S88'43'00 "E 56.02'
L7 SO1' 17'00 "W 185.78'
L8 N88'43'00"W 38.03'
L9 N88'43'00"W 37.70'
L10 N01'17'00 "E 469.78'
L11 S01'17'00"W 484.00'
L12 N01'17'00 "E 472.56'
L13 S8843'00 "E 51.86'
L14 N88'43'OWV 51.86'
L15 S01'1TOO"W 768.00'
L16 N01'17'00 "E 144.10'
L17 SO1"I 7'00'V 200.00'
L18 S88'43'00 "E 50.99'
L19 S88'43'00 "E 43.50'
L20 N01'17'00 'E 255.93'
L21 501'17'00 "W 256.71'
SCALE IN FEET
1"=50'
I
Z
0
z
0
0 CL
o °o
CK J
W W
Z w
J
W Z
Co U)
W
g
it
0
Z
1il1l
VICINITY MAP
N.T.S.
LOT 1 R, BLOCK A
OF THE SHAKE AND SHINGLE ADDITION
`1
i
�1
\1
\t
i
1
1
S.I.R. \l
SITE
N
NOV 2 32006
PLANNING pE Apia
BEING A REPLAT OF TRACT 1
OF THE SHAKE AND SHINGLE ADDITION
AN ADDITION TO THE CITY OF COPPELL,
I MCKINNEY AND WILLIAMS SURVEY, ABSTRACT NO. 10549
DALLAS COUNTY, TEXAS
OWNER:
KATHY AND ROBERT INGLE
200 E�/BELTLINE ROAD
COPPELL, TX 75019
PH: (972) 393 -0227
FAX: (972) 462 -9518
PD# 218 LI
PREPARED BYq
HENNESSEY ENGINEERING, INC.
1417 W. MAIN STREET, #100
CARROLLTON, TX 75006
PH: (972) 245 -9478
FAX: (972) 245... -7087
SCALE IN FEET
1"=50'
I
Z
0
z
0
0 CL
o °o
CK J
W W
Z w
J
W Z
Co U)
W
g
it
0
Z
1il1l
VICINITY MAP
N.T.S.
LOT 1 R, BLOCK A
OF THE SHAKE AND SHINGLE ADDITION
`1
i
�1
\1
\t
i
1
1
S.I.R. \l
SITE
N
NOV 2 32006
PLANNING pE Apia
BEING A REPLAT OF TRACT 1
OF THE SHAKE AND SHINGLE ADDITION
AN ADDITION TO THE CITY OF COPPELL,
I MCKINNEY AND WILLIAMS SURVEY, ABSTRACT NO. 10549
DALLAS COUNTY, TEXAS
OWNER:
KATHY AND ROBERT INGLE
200 E�/BELTLINE ROAD
COPPELL, TX 75019
PH: (972) 393 -0227
FAX: (972) 462 -9518
PD# 218 LI
PREPARED BYq
HENNESSEY ENGINEERING, INC.
1417 W. MAIN STREET, #100
CARROLLTON, TX 75006
PH: (972) 245 -9478
FAX: (972) 245... -7087
O
Ln
w
CB=S86*42 22'il'w
4= 212.7113'
A=' 7*07'o8"
R=439.7Y'
L� 4 3 8. 4 0' 9
T'F239.36 k '1'
11
til
19 "NII'llIll
50 25 0 50 100 125
SCALE IN FEET
1"=50'
CB=N29*50'33"E
CL=420.48'
I EXIST 18 RCP � k�
POINT OF BEGINNING 10' D.E. &U.E. L=57007'08" 20' SWBT ESMT.
-------------------- -------------- ---------------------------------------------------- ------------- R- 4_39_.- 7=_ 7'
-- --------------------------------------------------------- Ti
0
I - - - - - - - - --------------------------------- - - - - --
EXIST 18" RCP
-7310 - ---------------- -------------------------------------------------------------- ------------- rW/HEADWALL 23.5'
` \
---------------------------------------------------------------- L-:E-473 UE
NO 1 0 1-71,10 E 1086.46" 24' FIRELANE I.R.
- - - - - - - - -- ;7-1-- - - - - - - - - - - - - - - - - - - - - -
F.T_J;�_ - I - - -- — - - ------ - - - - -- t - - - - - - - - - - - - - - - - - - - -
11 __� I I/ — PROP. 8" WATER --------- - - - - --
PROP. 8" WATER
10' B. L. & U. U.E. — — — ---
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -------- - - - - -- - - - -
\4 /r T \
1 24' FIRELANE J
1Y2" I'MC13 12.2 \S 10.0
-lq
FF 512.50
20' U.E. —4' S.S. SERVICE-
S.A FF 511.00
*LL
SAS 0 0
FF 504.70 FF 503.\20 1� 4b
— — — - — — — — -- — — — — —
—4 S. SERVICE—
— 02.9
INSTALL INSTALL
LL - -- 1
1 - - - --
- - - - - - - - - - - - - - - 6
L 7
66 e pc N
75 : Q-4)GV- 1
-
W FH F
FH
NEW FH
U.
_R - - - -
- - - - - - - - - - - - - - - 97 -
A
EXIST' 18" RCP
I 1 ;67:5-*7 /pt 79 e 84 e pav 89 91 • - be 96 - be _'l 15 : N \ EXIST. 8" WATER - - - - - - . . . . . . . . . . . . . . . . _pav c
- - - - - - - - - - - - - - - - - - - - - - - - r------------------------- - --50( tt - - - - - - - - - - - �__l - - - - - - - - -
- - - - - - - - 75-07.5-a-----5Ug: e -Pqv�--4 -- - - - - - - - - - - 8*.,Ogr - - - - - - - - --
�ft,57
----- - - - - - - - - - - - - - - - - - - --EX4STr -8" S.s
70M - - - - - - - - --------- - -='
—
- - - - - - - - - - - -
S.S.M.H. — — T-7 — — — — — =-�5 - k
36 L.E. -J 24' FIRE LANE F4 -9-51 H.
PUB IC ACCESS -_SMT. i WM64 ,/� S.I.R.
(:02.9 I \ <i� �O
S T.
NJ 10' U. Lo
60 I SERVICE—\ FF 503.20 D ENTION`-
4 i�o
03.8 FF 504.70
/ 02.0 0 90..
Ln
CD 0
\0
TP&L T. .11, A
T Ln FIR LA
a --VOL. 2A01
&
0 _E2
2,2
PG. 14,
10' U. E. 10' B. L. \\--TOP OF BE
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0, V7
m w *mom" w m . .. . . w mm=7 m
'77ms.m 19 mm mm
I.R. S01017'00 W 1471.14'
INSTAh� 30" RCP W/
2-TYPE HEAD4LLS
AND R CK RIP —TRAP
EXIST 30" RCP
CQ)
LEGEND:
F.I.R.
S.I.R.
U. E.
D. E.
B. L.
SWBT
ESMT
TP&L
S.S.
FF 504.7
)K 510.81
(�03.8o
--505--
F5-0-51
0
S . S.M.H.
wM (@
CID 0
I. M.®
FH*
FOUND IRON ROD
SET IRON ROD
UTILITY EASEMENT
DRAINAGE EASEMENT
BUILDING LINE
SOUTHWESTERN BELL TELEPHONE
EASEMENT
TEXAS POWER & LIGHT
SANITARY SEWER
FINISHED FLOOR ELEVATION
EXISTING SPOT GRADE
PROPOSED SPOT GRADE
EXISTING CONTOUR
PROPOSED CONTOUR
SANITARY SEWER MANHOLE
WATER METER
SANITARY SEWER CLEANOUT
IRRIGATION METER
FIRE HYDRANT
THE SEAL APPEARING ON THIS DCCUMENT WAS AUTHORIZED BY:
PETER HENNESSEY, P.E. 3329E ON NOVEMBER 17, 2006.
ALTERATION OF A SEALED DOCUMENT WITHOUT PROPER
NOTIFICATION TO THE RESPONSIBLE ENGINEER IS AN OFFENSE
UNDER THE TEXAS ENGINEERING PRACTICE ACT.
SERVER\\H—E\DRAWINGS\l 985\J8512\J8512
LMANAGER: GRADING PLAN (CC-1)
W / HEADWALL
0
RECEIVED
NOV 2 2 2006
PLANNING DEPARTMENT
GRADING, DRAINAGE, AND UTILITY
SHAKE & SHINGLE
I HENNESSEY ENGINEERING, INC.
1417 W. MAIN ST., SUITE 100,
CARROLLTON, TEXAS, 75006 (972-245-9478)
COPPELL, TX 75019
ESIGN DRAWN DATE I SCALE NOTES FILE
HE I ALS 111/17/0611"=50'1 1 J8512 I
LAN
NO.
2.58
D1
C 1
sz 506 i
3.4 \
• -
..j I'
I B 1 i;� 500-
-
\ / - -514- \ B2 500- `.... „/
n 0 1
I--J 1.0 1.0
Al o.a E1 0.4
' A2 11 e.6 /
z DRAINAGE AREAS
SCALE 1 " = 100'
PHASE 2 EROSION L�
rrneiTOni ccni ('c
STABILIZED
CONSTRUCTION
ENTRANCE
EXISTING YDRAULIC CALCULATIONS Q= C.I.A.
DRAINAGE
AREA
AREA
(ACRES)
t
MIN.
a-
INTENSITY
110 11ao
RUNOFF)
Q10 400
Al
1.0
10
0.35
2.58
D1
C 1
sz 506 i
3.4 \
• -
..j I'
I B 1 i;� 500-
-
\ / - -514- \ B2 500- `.... „/
n 0 1
I--J 1.0 1.0
Al o.a E1 0.4
' A2 11 e.6 /
z DRAINAGE AREAS
SCALE 1 " = 100'
PHASE 2 EROSION L�
rrneiTOni ccni ('c
STABILIZED
CONSTRUCTION
ENTRANCE
EXISTING YDRAULIC CALCULATIONS Q= C.I.A.
DRAINAGE
AREA
AREA
(ACRES)
t
MIN.
"C"
COEF.
INTENSITY
110 11ao
RUNOFF)
Q10 400
Al
1.0
10
0.35
11.60
4.06
A2
1.5
10
0.90
T= PAVEMENT THICKNESS
11.60
13.
15.66
B1
4.0
10
0.90
11.60
SUBGRADE IS PREPARED.
41.76
B2
1.0
10
0.35
14.
11.60
FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS -OF -WAY. THIS MAY REQUIRE PERIODIC TOP
4.06
Cl
3.2
10
.35
ROADWAY OR DRAINAGE FACILITY. THE BASE OF ALL STOCKPILES SHOULD BE
11.60
12.99
D1
2.58
10
0.90
REPAIR AND /OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENTs
11.60
26.94
El
1.0
1 10
0.35
11.60
4.06
TOTAL
UNLESS OTHERWISE APPROVED BY THE CITY.
109.53
2" METAL AMXCO SILT STOPE # SF26 _EXISTING PAVED
POST @ 6' FILTER' FABRIC OR EQUAL ROADWAY
CENTERS ON WIRE MESH BACKING
EXISTING OR
FINISHED GRADE
I
N COMPACTED Flow ' FILTER FABRIC
BACKFILL
• • • • • • f 0.
• • • • • • • • • • • • • • • • •
+•. t-
MP ..+
...
y� .'.' „ a_ o °
o° °o °o
Iz t;« 6 x 6 TRENCH o °o. o0 0 >- Q
FILTER FABRIC c~_n ° °` 6" TO 8" THICK �° a w
x ROCK COURSE °
TO EXTEND w CO woo=
CD 6» INTO TRENCH o PLACE ON FILTER FABRIC X00 CD
0 0 0 0 0 0
N Li ° °° °° 00 ry
°
EROSION CONTROL SILT FENCE
DETAIL
N.T.S.
\DRAWINGS \EC -1 D502
\
CONCRETE X506 -.
I WASH PIT
SILT
PORTA
Up FENCE
TRAILER FILTER POT. I
---500- FABRIC
CURB INLET PER
\ -- -514- - �- -500_ - OPENING DETAIL
\ \ CURB INLET PROTECTION PRIOR TO PAVING
\
\\ "go 2 D ETA I L
\DRAWINGS \EC -6 D502
EROSION CONTROL PLAN
1 SCALE 1 " = 100'
EROSION CONTROL NOTES: GRADING NOTES:
GENERAL NOTES FOR EROSION TRAFFIC AND CITY STANDARDS:
1. ALL EROSION AND SEDIMENT CONTROL CONSTRUCTION SHALL CONFORM TO THE STATE 1. REMOVE TOPSOIL TO DEPTH OF 3" AND STOCKPILE, EXCAVATE ROADS AND PARKING
STANDARDS AND SPECIFICATIONS, AND SHALL BE INSTALLED IN PROPER SEQUENCE AND AREAS FOR FILL AT BUILDING PADS WHICH SHALL MAINTAIN FLAT GRADE 5' OUTSIDE OF 1. GENERAL CONTRACTOR TO BE RESPONSIBLE FOR EROSION CONTROL. ALL EROSION
MAINTAINED UNTIL PERMANENT PROTECTION IS ESTABLISHED. THE CONTRACTOR SHALL BUILDING BEFORE SLOPE STARTS. COMPACT FILL TO 95% PROCTOR DENSITY AT CONTROLS SHALL BE INSTALLED BEFORE ANY CONTRUCTION STARTS.
BE RESPONSIBLE FOR SUBMITTING THE NOTICE OF INTENT (N.0.1.) AND NOTICE OF OPTIMUM MOISTURE CONTENT OR SOILS REPORT RECOMMENDATIONS (IF GREATER). 2• GENERAL CONTRACTOR TO INSTALL TRAFFIC CONTROL DEVICES AND ADVICE CITY 48
TERMINATION N.O.T. TO THE TEXAS COMMISSION ON ENVIRONMENTAL QUALITY. HOURS BEFORE COMMENCING CONSTRUCTION WORK IN RIGHT -OF -WAY. AND KEEP CITY
( ) 2. IN THE CASE OF ON GRADE, ROUGH PAD WILL BE BROUGHT TO 10" BELOW
2. ALL SOIL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE INSTALLED IN FINISH SLAB ELEVATION. REVIEW GRADING WITH ENGINEER SO +/- 0.3' ADJUSTMENT INFORMED OF EACH DAY'S ACTIVITIES. MAY BE MADE TO BALANCE CUT AND FILL IF REQUIRED. EXCESS FILL MAY BE
ACCORDANCE WITH N.C.T.C.O.G. SPECS 3.12 EROSION & SEDIMENTATION CONTROL 3. GENERAL CONTRACTOR TO HAVE PACKAGE OF CITY STANDARD DETAILS AND GUIDELINES, AND WILL BE INSTALLED IN PROPER SEQUENCE AND MAINTAINED UNTIL DISPOSED ON SITE AS DIRECTED BY ENGINEER. SPECIFICATIONS AT JOB SITE AT ALL TIMES. GENERAL CONTRACTOR SHALL CONFORM
PERMANENT PROTECTION IS ESTABLISHED TO MEET CITY STANDARDS. 3 SLOPE GRASSED AREAS AND SIDEWALKS AT A MINIMUM OF 1 % TO TOP OF CURBS OR WITH THOSE REQUIREMENTS.
.
3. CONTRACTOR SHALL INSTALL SILT FENCE, PEA GRAVEL BAG DIKE AND INLET DRAINAGE CHANNEL.
PROTECTION AS SHOWN AND AS REQUESTED BY OWNER'S ENGINEER OR CITY IF 4. CROSS - SECTIONAL SLOPE ON DRIVEWAYS AND PARKING LOTS SHALL BE A MINIMUM OF GENERAL NOTES:
ADDITIONAL EROSION PROTECTION IS NEEDED. 1/4" TO 1' -0 (2%).
4. ALL PAVED STREETS SURROUNDING THE PROJECT SHALL BE KEPT CLEAN AT ALL TIMES. 5 1. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH THIS PLAN, CITY STANDARDS, AND N.0
NO MUD ACCUMULATION WILL BE ALLOWED IN PUBLIC STREETS. A CRUSHED STONE, . 2 -4 P.V.C. DRAINS SHALL BE PLACED UNDER ALL SIDEWALKS WHICH CROSS A T.C.O.G. SPECIFICATIONS FOR PUBLIC WORKS.
VEHICLE WHEEL CLEANING BLANKET WILL BE INSTALLED WHEREVER A CONSTRUCTION DRAINAGE SWALE. 2. BARRICADING, TRAFFIC CONTROL, AND PROJECT SIGNS SHALL CONFORM TO "TEXAS
6. SEE ARCHITECTURAL LANDSCAPE DRAWINGS FOR DETAILS OF FINISHED GRADING. DEPARTMENT OF TRANSPORTATION- MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES ". '
S PAVED ROADWAY. SAID BLANKET WILL BE COMPOSED
ACCESS ROAD INTERSECTS ANY P 7. ALL DRAINAGE SWALES SHALL BE SMOOTHLY SLOPING TO THE OUTLET STRUCTURES
OF 6 " -8" THICK CRUSHED STONE (N.T.C.O.G. ITEM 2.1.8.(d) "ROCK FOR FOUNDATION ") WITH 1' -6" +/- DEPTH. SIDE SLOPE SHALL BE 1 TO 3 WITH HYDROMULCHED 3. IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE CITY AND OWNER'S
AND BE AT LEAST 15 FEET WIDE BY 50 FEET LONG. BERMUDA GRASS ALONG SLOPES AND BOTTOM. REPRESENTATIVE 48 HOURS PRIOR TO BEGINNING CONSTRUCTION.
5. ALL SEDIMENTATION STRUCTURES WILL BE INSPECTED AND MAINTAINED ON A REGULAR 8, ALL REINFORCED CONCRETE STORM DRAIN PIPE SHALL BE CLASS III. 4. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT PUBLIC UTILITY COMPANIES FOR
BASIS DURING CONSTRUCTION TO PREVENT ANY BLOCKAGES FROM ACCUMULATED 9. PUBLIC STREETS AND FIRE LANES SHALL CONFORM TO CITY STANDARDS AND SOILS FIELD LOCATION OF EXISTING UTILITIES BEFORE CONSTRUCTION BEGINS.
SEDIMENT. ADDITIONAL EROSION BARRIERS MAY BE REQUIRED DURING CONSTRUCTION REPORT RECOMMENDATIONS. 5. TRENCH SAFETY SYSTEMS SHALL BE PROVIDED BY THE CONTRACTOR AS PROVIDED IN
AS SPECIFIED BY ENGINEER OR CITY INSPECTOR. 10. CONSTRUCT FINISHED FLOORS A MINIMUM OF 1' -0" ABOVE THE ADJACENT PAVEMENT. SUBPART P - EXCAVATION, TRENCHING AND SHORING, PART 1926 OF THE CODE OF
6. INSTALL SILT CONTROL FENCE FABRIC WITH 2 "X 2 "X 4' STAKES AT 6' ON CENTER WARP PAVEMENT UP TO WAREHOUSE FLOORS TO PROVIDE SMOOTH TRANSITION AND FEDERAL REGULATIONS WHICH DESCRIBES SAFETY AND HEALTH REGULATIONS AS
WITH 2 "X 1/2" LATHES TO ATTACH THE FABRIC TO THE STAKES. LOCATE SILT CONTROL POSITIVE DRAINAGE AWAY FROM BUILDINGS. ADMINISTERED BY THE U.S. DEPARTMENT OF LABOR OCCUPATIONAL SAFETY AND HEALTH
FENCE TO MINIMIZE SURFACE SOIL EROSION. 11. PAVING SHALL BE DESIGNED IN ACCORDANCE WITH THE CITY STANDARDS OR SOILS ADMINISTRATION (O.S.H.A.) THE STANDARDS SPECIFIED BY THE O.S.H.A. REGULATIONS
7. FILTER FABRIC TO BE BELTECH 751 OR APPROVED EQUAL AND INSTALLED IN REPORT RECOMMENDATIONS. SHALL BE THE MINIMUM ALLOWED ON THIS PROJECT. IT SHALL BE THE RESPONSIBILITY
ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 12. ALL DIMENSIONS SHOWN ARE TO THE FACE OF CURB UNLESS OTHERWISE SHOWN. OF THE CONTRACTOR TO DESIGN AND INSTALL ADEQUATE TRENCH SAFETY SYSTEMS FOR
8. THE SITE SHALL AT ALL TIMES BE GRADED AND MAINTAINED SUCH THAT ALL STORM 13. ALL GRADES ARE TO THE TOP OF CURB OR TOP OF PAVEMENT UNLESS OTHERWISE ALL TRENCHES EXCAVATED ON THIS PROJECT.
WATER RUN OFF IS DIVERTED TO SOIL EROSION AND SEDIMENT CONTROL FACILITIES. SHOWN. 6. BEFORE BEGINNING CONSTRUCTION, THE CONTRACTOR SHALL FURNISH TO THE CITY
9. CONTRACTOR SHALL INSTALL PIPE COVER OR FILTER MATERIAL OVER THE END OF F: \WORKS \TEXTFILE \GRADNOTE.TXT FOR APPROVAL A TRENCH SAFETY PLAN FOR THIS PROJECT. THE TRENCH SAFETY PLAN
STORM SEWER PIPE IMMEDIATELY AFTER INSTALLATION OF PIPE AND PRIOR TO MUST BE PREPARED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN THE
CONSTRUCTION OF INLET BOX AND INLET PROTECTION. PAVING NOTES: STATE OF TEXAS. IN ADDITION, ALL TRENCH SAFETY SYSTEMS UTILIZED IN THIS PROJECT
10. CONTRACTOR SHALL ENSURE THAT, DUE TO ANY STOPPAGE IN CONSTRUCTION, ALL MUST BE DESIGNED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF TEXAS.
EXPOSED ENDS OF STORM SEWERS ARE COVERED WITH ACCEPTABLE MATERIAL THAT 1. PAVING SHALL BE DESIGNED IN ACCORDANCE WITH THE CITY STANDARDS OR SOILS THE CONTRACTOR SHALL BE TOTALLY RESPONSIBLE FOR THE SAFETY OF ALL PERSONS
WILL PREVENT SEDIMENT FROM ENTERING SYSTEM. REPORT RECOMMENDATIONS THOUGH NOT LESS THAN 6" OF 4,000 P.S.I. CONCRETE WITH INVOLVED IN THE CONSTRUCTION OF THIS PROJECT.
11. ANY DISTURBED AREA THAT WILL BE LEFT EXPOSED FOR MORE THAN SIXTY (60) DAYS #3 ® 18" E.W. AT CENTER AND TOP 6" OF SUB -BASE WITH 6% LIME STABILIZATION 7. CONTRACTOR SHALL VERIFY ALL EXISTING INVERTS AND RIM ELEVATIONS PRIOR TO
AND NOT SUBJECT TO CONSTRUCTION TRAFFIC SHALL IMMEDIATELY RECEIVE A „ CONSTRUCTION AND NOTIFY ENGINEER OF ANY VARIANCES.
COMPACTED TO 95% PROCTOR DENSITY AT OPTIMUM MOISTURE. ALTERNATIVE 7
HYDROMULCH SEEDING WITH A MIXTURE OF BERMUDA AND RYE GRASS CONFORMING TO 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SUBMITTING THE NOTICE OF INTENT
TEXAS HIGHWAY DEPARTMENT 1995 STANDARDS. CONCRETE WITHOUT LIME STABILIZED SUBGRADE. CONTROL JOINTS 20 C.C. EACH (N.O.I.) AND NOTICE OF TERMINATION (N.O.T.) TO THE EPA.
12, ALL STORM DRAINAGE OUTLETS WILL BE STABILIZED BEFORE THE DISCHARGE POINTS WAY SHALL BE SEALED TO PREVENT MOISTURE PENETRATION. CONFORM TO CITY DETAILS.
\TEXTFILES \GENNOTES D 502
w
PLAN VIEW
LENGTH - 50 FEET MINIMUM WHERE THE SOILS ARE SANDS
OR GRAVELS, OR 100 FEET WHERE SOILS ARE CLAYS OR
SILTS EXCEPT WHERE TRAVEL LENGTH IS LESS THAN 50 OR
100 FEET RESPECTIVELY.
A STABILIZED CONSTRUCTION ENTRANCE APPLIES TO POINTS OF
CONSTRUCTION INGRESS AND EGRESS WHERE SEDIMENT MAY BE
TRACKED OR FLOW OFF THE CONSTRUCTION SITE.
STABILIZED CONSTRUCTION ACCESS
g3 DETAIL
N.T.S.
INSTALL MIRAFI "ENVIROFENCE" FILTER
y2' -6" FABRIC OR APPROVED EQUAL OVER
INLET OPENING. EXTEND FABRIC
2' -6 "BEYOND OPENING ON EACH SIDE
2' -6"
PLACE SAND BAGS TIGHTLY
END TO END ALONG
PERIMETER OF FABRIC
AND ADJACENT TO CURB
FINISHED
2' -6" 2' -6"
CURB
INLET
FILTER FABRIC
CURB INLET PROTECTION AFTER FINAL PAVING
4 DEL
N.T.S. TAI
#4 BARS 1 -3 No
2' -6" LONG MINIMUM
SPACED AT 3/8" MINIMUM 2" 3" 9" BARS (EXTRA)
CING
18" MAXIMUM GROUT AND SEAL
CENTERS AS SPECIFIED LEA SPACED AS
SHOWN.
1. /4 .T b
a o, n v
d '
r a
c
n a o a
WHERE A EY IS TO BE REQUIRED THE AT 24" O.C.
MINIMUM VERTICAL DIMENSION OF THE KEY IS #3 3 BARS BARS S UNLESS NOTED
TO BE 1/3 OF THE SLAB THICKNESS (T /3). OTHERWISE
CONSTRUCTION JOINT
INSTALL HOT POURED NTS
RUBBER JOINT SEALING
COMPOUND. HOLD DOWN
1/4" FROM PVMT SURFACE 3/4"
a A a .a ' a d a '4 1 1/2" MIN.
L • 4 • *,(Il FAR
NO.
BECOME OPERATIONAL. DUE TO ANY STOPPAGE IN CONSTRUCTION OR AT COMPLETION
2. INSTALL HANDICAP RAMPS AT SIDEWALKS.
a
a
OF LINE, CONTRACTOR SHALL INSTALL 1/2" PLYWOOD OVER END OF PIPE AND
BACKFILL TO SECURELY HOLD IN PLACE TO PREVENT SEDIMENT FORM ENTERING PIPE.
MAINTENANCE:
T= PAVEMENT THICKNESS
REDWOOD EXPANSION
JOINT FILLER
13.
ALL PROPOSED PARKING AREAS TO BE PAVED AS SOON AS POSSIBLE AFTER
#3 BARS 0 24" O.C.E.W.
SUBGRADE IS PREPARED.
THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR
14.
STOCKPILES AR NOT TO BE LOCATED WITHIN 50 FEET OF A FLOODPLAIN, SLOPE,
FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS -OF -WAY. THIS MAY REQUIRE PERIODIC TOP
EXPANSION
JOINT TYPE „B„
ROADWAY OR DRAINAGE FACILITY. THE BASE OF ALL STOCKPILES SHOULD BE
DRESSING WITH ADDITIONAL STONE OR ADDITIONAL LENGTH AS CONDITIONS DEMAND AND
O;,T
PROTECTED BY A PEA GRAVEL BAG BARRIER OR SEDIMENT FENCE.
REPAIR AND /OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENTs
\BLOCKS \IXPJM -B D502
15.
THE MAXIMUM SIDE SLOPES OF ALL EXPOSED SURFACES SHALL NOT EXCEED 3:1
SPILLED, DROPPED, WASHED, OR TRACKED ONTO PUBLIC RIGHT -OF -WAY MUST BE REMOVED
UNLESS OTHERWISE APPROVED BY THE CITY.
IMMEDIATELY.
�"'""""" """
PETER
DRAINAGE AREAS & EROSOI�NNV CD'A
16.
EXISTING TREES SHALL BE PRESERVED WHEREVER POSSIBLE. ALL FILL MATERIAL IS TO
TEXTFILE EROSNOTE.TXT D502
\ \
"HE -----
�� �: ss2ss .0
NG DEPA
SHAKE & SHIN°
BE FREE OF BRUSH, RUBBISH, TIMBER, LOGS, VEGETATIVE MATTER AND STUMPS IN
��'po;��'FC�sr�°••�t
AMOUNTS THAT WILL BE DETRIMENTAL IN CONSTRUCTING STABLE FILLS.
�����„�;��:'
1
HENNESSEY ENGINEERING, INC.
17.
ROCK RIP -RAP SHALL BE INSTALLED IN ACCORDANCE WITH TEXAS HIGHWAY
1417 W. MN ST., SUITE 100,
EPARTMENT 1995 SPECIFICATIONS. THE MINIMUM THICKNESS OF RIP -RAP LINING
THE SEAL APPEARING
ON DOCUMENT WAS AUTHORIZED BY:
CARROLLTON, TExnS, 75006 (972 - 245 -9478)
SHALL BE 12 ". STONE SIZES SHALL VARY FROM 6" TO 8" IN DIAMETER.
PETER HENNESSEY,
.HIS
P.E. 33295 ON NOVEMBER 17, 2006.
COPPELL� TX 75019
18.
CONTRACTOR SHALL REMOVE ALL TEMPORARY EROSION AND SEDIMENT CONTROLS
ALTERATION OF A
SEALED DOCUMENT WITHOUT PROPER
ONLY WHEN THERE IS A SUFFICIENT GROWTH OF GROUND COVER TO PREVENT FURTHER
NOTIFICATION TO THE
RESPONSIBLE ENGINEER IS AN OFFENSE
H: \DRAWINGS \1985 (see CD1985A) \J8512 \J8512 SWPPP.dwg DESIGN
DRAWN DATE I SCALE I NO7TE7S7F FILE
EROSION.
UNDER THE TEXAS ENGINEERING PRACTICE ACT.
REF.: SERVER:\ \DRAWINGS \CIVIL.DWG HE I
AJC 11/15/06 AS NOTEDI I J8512
NO.