HomeMy WebLinkAboutSP2008-16MEMORANDUM CITY OF GRAPEVINE, TEXAS
TO: FILE SP08-16
FROM: RON STOMBAUGH, PLANNING AND DEVELOPMENT MANAGER
SUBJECT: FILE WITHDRAWN
DATE: JUNE 1, 2009
THIS FILE IS CONSIDERED WITHDRAWN DUE TO INACTIVITY
V1 E
I
T E X A S CITY OF GRAPEVINE
SITE PLAN APPLICATION
PART 1. APPLICANT INFORMATION
Name of applicant: agenticompanylcontact
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Street address of applicant agent:
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City / State / Zip Code of applicant / agent:
Telephone number of applicant agent:
Fax number of applicant agent:
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Email address of applicantlagent
Mobile phone number of applicantlagent
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Applicant's intereist in subject property.,
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PART 2. PROPERTY INFORMATION
Street address of subject property
S4 -
Legal description of subject property (metes & bounds must be described on 8 112" x 11 sheet)
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Size of subject property
7L Acres Y' 'Lf Square footage
Present zoning classification:
Give a general description of the proposed use or uses for the proposed development:
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PART 3. PROPERTY OWNER INFORMATION
Name of current property owner. -
Street address of property owner -
City / State / Zip Code of property owner:
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Telephone number of property owner
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Fax number of property owner.-
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L3 Attach a final plat, or replat, of the approved subdivision by city council showing property boundary lines, dimensions, easements,
roadways, rail lines, and public rights -of way crossing and adjacent to the tract ( I bluefine copy)
Ll Submit a site plan showing all information required by Section 4 7. E, Site Plan review requirements (see attached requirements).
L) All site plans must conform to the approved concept plan. Any changes to a site plan, approved with a conditional use or a special use,
can only be approved by city council through the public hearing process.
OCT 2 1 2DD8
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PART 4. SIGNATURE TO AUTHORIZE FILING OF A FINAL SITE PLAN
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Print Applicant's Name: Applicant's Signature: U
The State Of :1� X 3,- S
County Of T) o"
Before Me ta e on this day personally appearedh2 j E,-,(�ZoIrA
(notary)- J (applicant)
known to me (or proved to me on the oath of card or other document) to be the person whose name is subscribed to the foregoing instrument and
acknowledged to me that he executed the same for the purposes and consideration therein expressed.
(Seal)
seal of office this t L,
PE2 I -T -
Print Property Owners Name:
dayof D0+bbP(- , A.D.
Property Owner's Signat"r
The State Of To4 a-5 V
CountyOf
Before Me
on this day personally appeared
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(hotary) fproPerty owner)
known to me (or proved to me on the oath of card or other document) to be the person whose name is subscribed to the foregoing instrument and
acknowledged to me that he executed the same for the purposes and consideration therein expressed.
(Seal) Given under
of office this day of -e j-
A.D.
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Atptq:�y In An&63r State Of Texas
OCT 2 12008
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ILLUMINATION PLAN
An illumination plan to include a site photometric (including illuminated signs) and all fixture
details shall be submitted as part of the site plan review process. Applications will not be
accepted without this requirement
I hereby acknowledge that an illumination plan has been included as a part of this submittal.
Applicant Signature
Date:
Property Owner Signature.
Date:
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PjjiNNING
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PLATTING VERIFICATION
This verification statement must be signed prior
To the submittal of this application
I-,'
It has been determined that the property described below does require platting
or replatting and the applicant has been instructed on this procedure.
It has been determined that the property described below is currently platted or
does not require platting or replatting at this time.
Address of subject property d OL k W � 7�--�a 5 -51,
Legal description of subject property /-c>t Z 5 A , 131 oc K 1,,
Public Works
to - 17 - 0(�5
Date
This form must be signed by the public works department and submitted along with a
completed application to the planning and zoning department
OCT 2
61
OWNER'S CERTIFICATE
THE STATE OF TEXAS
COUNTY OF TARRANT
WHEREAS, David S. Morgan and Roger W. Bums are representing MB Investments 11 as
the owners of a 0.4470 acre tract of land situated in the William Dooley Survey,
Abstract Number 42Z situated in the City of Grapevine, Tarrant County, Texas and
being that tract described in a dead to MB Investments 11, as recorded in County
Clerk's Document Nun*ber D208014249, Deed Records of Tarrant County, Texas,
said tract being a portion of Lot 25, Block 1, Original Town of Grapevine according
the plat recorded in Volume 309, Page 71 Plat Record of Tarrant County, Texas and
being more particularly described as follows:
BEGINNING at 5/8 -inch found iron rod with cap stamped "2014WWWARD" for
comer of said MB tract, said comer being in the east right -of way line of Church
Street (variable width right-of-way) and the south right-of-way line of Texas Street
(variable width right-of-way).
THENCE North 89 degrees 54 minutes 35 seconds East, along said south right -of
way line of Texas Street a distance of 156.00 feet to a 1/2 -inch found iron rod for
comer of said MB tract, said comer being in the west line of LOT 25RI BLOCK 1,
Original Town of Grapevine, recorded in Cabinet A, Page 3497, Plat Records of
Tarrant County, Texas;
THENCE South 00 degrees 30 minutes 59 seconds East, departing said south
right -of way line of Texas Street and along the west line of said LOT 25141, BLOCK
I a distance of 124.81 to a 1/2 -inch found iron rod for comer of said MB tract, said
comer being in the north line of a tract of land described in a deed to Phil R. Parker,
recorded in Volume 12697, Page 386, Deed Records of Tarrant County, Texas;
THENCE South 89 degrees 54 minutes 35 seconds West along said north line of
Parker tract of land, a distance of 156.00 feet to a 1/2 -inch found iron rod for comer
of said MB tract, said comer being in said east right-of-way line of Church Street
THENCE North 00 degrees 30 minutes 59 seconds West departing said north line of
Parker tract and along said east right-of-way line of dii;c� Street a distance of
124.81 feet to the POINT OF BEGINNING, and containing 19,470 square feet or
0.4470 acres of land, more or less.
SP08-16
GRAPEVINE OFFICE
BUILDING
RENOVATION
NOVEMBER 26,2008
221 WEST TEXAS STREET
PROPOSED TO BE PLATTED AS LOT 25A, BLOCK 1,
ORIGINAL TOWN OF GRAPEVINE
GRAPEVINE OFFICE BUILDING — 221 WEST TEXAS STREET
1 . Within the title block please provide the following information:
0 Case Number — SP08-16
* Address — 221 West Texas Street
2. Please label the exterior building material on the elevations sheet and
include in the tabulations chart the height of the structure and the total
open/landscaped space as a percentage of the lot area.
3. Please provide an elevation of the dumpster enclosure, and label the
materials used for the gate.
4. Any rooftop mechanical, electrical or air conditioning unit which can be
obscured or screened from public view will be greatly appreciated.
5. Please note on the architectural site plan that lighting levels will not
exceed 3.0 footcandles at the property lines.
6. The maneuvering lane on the west side of the proposed parking lot
may not be adequately spaced to accommodate two aisles of angled
parking and may need to be reconfigured. The following chart provides
the minimum drive aisle width on private parking lots:
The above comments must be reflected in the revised submittal,
which upon review, can be administratively approved. Please submit
the revised documents to the Department of Development Services at 200
South Main Street.
The revised submittal shall include:
four (4) folded blackine copies of each sheet, (minimum size 22" x 34")
Please call Albert L. Triplett, Jr. at (817) 410-3155 at your earliest convenience if
you have any questions.
M
#
The above comments must be reflected in the revised submittal,
which upon review, can be administratively approved. Please submit
the revised documents to the Department of Development Services at 200
South Main Street.
The revised submittal shall include:
four (4) folded blackine copies of each sheet, (minimum size 22" x 34")
Please call Albert L. Triplett, Jr. at (817) 410-3155 at your earliest convenience if
you have any questions.
Tolall� �&
From:
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* Comments:
HP OfficeJet K Series K80
Personal Printer/Fax/Copier/Scanner
Last Transactio
Date Time Type Identificatio
Nov 26 3:52prn Fax Sent 92147390095
Log for
DEVELOPMENT SERVICES
8174103018
Nov 26 2008 3:52pm
Duration P4.ges Result
0:35 2 OK
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WEST TEXAS STREET
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04
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ALL CONCRETE
21 TO BE 3000 PSI 0
BROOMFINISH U) 0 1
00 PAINTED WHITE
13 0
LANDING
A1.00 L�A/ — — — — — — — FINSH FL. ELEV-* 638.48
20 1% %,1 a
0 HANDICAP PARKING DETAIL
4 SCALE: N.T.S.
(PAINT YELLOW AS SPECIFIED)
SLOPE 1:12
CONTINUOUS CONCRETE
HEADER WITH CON74
COMPACTED FILL
Of5 HANDICAP RAMP SECTION
SCALE: 3/4" = V-0"
BRICK PAVER
4 -THICK CONCRETE SLAB
REINFORCED WITH
PX1.4/1.4 W.W.F.
4��PER FOOT SLOPE
RECOMENDED
1pONTINUOUS SEALANT
Y2" EXPANSION JOINT
LOT 25., BLOCK No. I
YB��PEEP ASPHALT PAVING
X 'WIDE TABUL&T-105:
12 ------ SCORED 1. LAND .......................................... ...... ............... 19,470 sq ft
GOOVES 2!'O.C. COMPACTED EARTH
9
19 2. BUILDING SQUARE FEET ...... 4,810 sq ft
181-61 16-0" 16-0` RAILING 3. HANDICAP PARKING ....... 2 SPACES
1 1-71
1 1-,'- do, 4. TOTAL PARKING ..................... . ... 26SPACE&/i MIRR Amnr-.HTTPP
3/4" RADIUS
4" THICK ASPHALT
PAVING
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ALL CONCRETE 5. LANDSCAPE AREAS ... ...... ......... --.... 1,887 sq,ft %J0ON SIDE WALK SCALE: 3/4" = V-0"
10 TO BE 3000 PSI
18 BROOMFINISH SCALE: 3/4" = V-0"
PAINTED WHITE --------- --- ...... . . ...................
LANDSCAPE
AREA
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LANDSCAPE
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ISLAND HAS SAME DIMENSIONS 10
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TRASH DUMPSTER
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TRAFFIC DIRECTION
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LANDSCAPE CO
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SCALE: 1" = 19-01,
TO EDGE TYPICAL CONTINUOUS CONCRETE
SLAB TO SLAB JOINT SHOWN
A.— (SLAB TO JOINT SIMILAR)
6'-0" LONG PRECAST
CONCRETE STOP EXPANSION JOINT 20'-0" O.C.
2 #4 CONTINUOUS 6-0" LONG -------
#6 x 24" STEEL DOWELS 4" THICK CONCRETE SLAB
2PER UNIT DRIVE REINFORCED WITH
BF:LOW TOP OF BUMPER 6x6xl.411.4 W.W.F.
CONTINUOUS SEALANT
'EEL STOP SECTION
T'CONTINUOUS
SCALE: 3/4" T-0" EXPANSION JOINT MATERIAL
COMPACTED FILL
8" MINIMUM TOP SOIL
4" THICK CONCRETE SLAB 4" THICK CONCRETE SLAB
REINFORCED WITH REINFORCED WITH
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COMPACTED FILL
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c!:�-APACTED EARTH CONTROL JOINT (5'-0" O.C. MAX)
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SIGN NOTES.
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1. HANDICAPPED SIGN SHALL HAVE A
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REFLECTIVE WHITE BACKGROUND WITH
AS SPECIFIED
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REFLECTIVE GREEN LEGEND & BORDER
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PARKING
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2. VAN ACCESSIBLE SIGN SHALL HAVE A
REFLECTIVE
VAN
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PROVIDE VAN ACCESSIBLE
WHITE
WHITE BACKGROUND WITH
SIGN WHERE INDICATED
REFLECTIVE GREEN LEGEND BORDER.
ONLY
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2" STEEL POST
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BLUE
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INBED 30" INTO
3. MOUNT SIGN TO POST PER UNIFORM
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BLUE
TRAFFIC CONTROL DEVICE STANDARDS.
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WHITE
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4. EACH INDIVIDUAL HANDICAP PARKING
PROVIDE SIGN
PERMIT
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SPACE MUST HAVE PROPER SIGNAGE
AND PAVEMENT MARKINGS PER CITY
WHERE INDICATED
AND A,DA, REQUIREMENTS.
ON PLAN
BLUE
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5. HANDICAP SYMBOL SHALL CONFORM
12" CONCRETE
WHITE --.JACCESSIBI
TO ALL STATE AND LOCAL ORDINANCES
AS WELL AS ADA REQUIREMENTS,
PIER
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HANDI";
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SCALE: N.T.S.
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ALL CONCRETE
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20 1% %,1 a
0 HANDICAP PARKING DETAIL
4 SCALE: N.T.S.
(PAINT YELLOW AS SPECIFIED)
SLOPE 1:12
CONTINUOUS CONCRETE
HEADER WITH CON74
COMPACTED FILL
Of5 HANDICAP RAMP SECTION
SCALE: 3/4" = V-0"
BRICK PAVER
4 -THICK CONCRETE SLAB
REINFORCED WITH
PX1.4/1.4 W.W.F.
4��PER FOOT SLOPE
RECOMENDED
1pONTINUOUS SEALANT
Y2" EXPANSION JOINT
LOT 25., BLOCK No. I
YB��PEEP ASPHALT PAVING
X 'WIDE TABUL&T-105:
12 ------ SCORED 1. LAND .......................................... ...... ............... 19,470 sq ft
GOOVES 2!'O.C. COMPACTED EARTH
9
19 2. BUILDING SQUARE FEET ...... 4,810 sq ft
181-61 16-0" 16-0` RAILING 3. HANDICAP PARKING ....... 2 SPACES
1 1-71
1 1-,'- do, 4. TOTAL PARKING ..................... . ... 26SPACE&/i MIRR Amnr-.HTTPP
3/4" RADIUS
4" THICK ASPHALT
PAVING
I MEMO
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ALL CONCRETE 5. LANDSCAPE AREAS ... ...... ......... --.... 1,887 sq,ft %J0ON SIDE WALK SCALE: 3/4" = V-0"
10 TO BE 3000 PSI
18 BROOMFINISH SCALE: 3/4" = V-0"
PAINTED WHITE --------- --- ...... . . ...................
LANDSCAPE
AREA
1w A1.04 03
17 LANDSCAPE
A1,00 107 AREA
LANDSCAPE
AREA
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PATIO
BOLLARD r-_
ISLAND HAS SAME DIMENSIONS 10
AS THE OTHER END JSMH
TRASH DUMPSTER
rk
TRAFFIC DIRECTION
51 0"
ROLLARD
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—X -inr—x—x X—X X—X <
FGP FGP M
N 89 14'26" W 156.00'
07 z
LANDSCAPE CO
AREA
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SCALE: 1" = 19-01,
TO EDGE TYPICAL CONTINUOUS CONCRETE
SLAB TO SLAB JOINT SHOWN
A.— (SLAB TO JOINT SIMILAR)
6'-0" LONG PRECAST
CONCRETE STOP EXPANSION JOINT 20'-0" O.C.
2 #4 CONTINUOUS 6-0" LONG -------
#6 x 24" STEEL DOWELS 4" THICK CONCRETE SLAB
2PER UNIT DRIVE REINFORCED WITH
BF:LOW TOP OF BUMPER 6x6xl.411.4 W.W.F.
CONTINUOUS SEALANT
'EEL STOP SECTION
T'CONTINUOUS
SCALE: 3/4" T-0" EXPANSION JOINT MATERIAL
COMPACTED FILL
8" MINIMUM TOP SOIL
4" THICK CONCRETE SLAB 4" THICK CONCRETE SLAB
REINFORCED WITH REINFORCED WITH
6x6xl.4/1.4 W.W.F.
6x6xl.4/1.4 W.W.F.
COMPACTED FILL
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c!:�-APACTED EARTH CONTROL JOINT (5'-0" O.C. MAX)
09 PLANTER SIDEWALK SECTION 10 SIDE WALK SECTIONS
SCALE: 3/4" V-0" SCALE: 3/4" V-0"
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FOR INTERIM REVIEW ONLY
THESE DOCUMENTS ARE FOR INTERIM
REVIEW AND NOT INTENDED FOR
REGULATORY APPROVAL, PERMIT, BIDDING
OR CONSTRUCTION PURPOSES. THEY
WERE PREPARED BY OR UNDER THE
SUPERVISION OF,
DAN LEE 12076
NAME R.A. NO�
DATE 1011512008
5`
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Project No.: 25681
Scale: AS NOTED
Sheet Title
ARCHITECTURAL
SITE PLAN
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[DKELIMINAKY
FOR INTERIM REVIEW ONLY
THESE DOCUMENTS ARE FOR INTERIM
REVIEW AND NOT INTENDED FOR
REGULATORY APPROVAL, PERMIT, BIDDING
OR CONSTRUCTION PURPOSES. THEY
WERE PREPARED BY OR UNDER THE
SUPERVISION OF,
DAN LEE 12076
NAME R.A. NO�
DATE 1011512008
5`
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Project No.: 25681
Scale: AS NOTED
Sheet Title
ARCHITECTURAL
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THESE DOCUIVIENTS ARE FOR INTERIM
REVIEW AND NOT INTENDED FOR
REGULATORY APPROVAL, PERMIT, BIDDING
OR CONSTRUCTION PURPOSES, THEY
WERE PREPARED BY OR UNDER THE
SUPERVISM OR
DAN LEE 12076
NAME RA. NO.
DATE 10116/2008
Project No.: 25681
Scale: AS NOTED
A4.01
Sheet Number
r-
2
0
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Z*T-,V ki n 0 0 1' A i I: R 0 � I
THESE DOCUIVIENTS ARE FOR INTERIM
REVIEW AND NOT INTENDED FOR
REGULATORY APPROVAL, PERMIT, BIDDING
OR CONSTRUCTION PURPOSES, THEY
WERE PREPARED BY OR UNDER THE
SUPERVISM OR
DAN LEE 12076
NAME RA. NO.
DATE 10116/2008
Project No.: 25681
Scale: AS NOTED
A4.01
Sheet Number
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1. The Contractor Is responsible f or preparing and Implementing
a Storm Water Pollution Prevention Plan (SWP3) In accordance
with TCEQ Texas Pollutant Discharge Elimination System (TPDES)
Permit No. TXR150000 (PERMIT). The details shown on this sheet
represent -typical methods f or controlling erosion during
construction and are Intended f or tne Contractors guidance In
preparing his Pollution Prevention Plan. The Contractors plan shall
comply with the PERMIT and Federal, State and local requirements.
The Contractors plan shall Include, but not be limited to, preparation
and submittal of a Notice of Intent (NOI) to the TCEQ, If the project
Is 5 acres or larger and preparation of oil plans arid documentation
as required by the PERMIT.
2. It Is the intent of the Inf ormatlon provided on these
documents to be used as a general guideline for the Contractor.
The SWP3 to be prepared by the Contractor shallmeet the current
requirements set f orth In the TCEQ's TPDES general permit f or
storm water discharges from construction sites as well as any
local requirements.
3. The Contractor shall be responsible f or maintaining erosion
control during construction and f or obtaining any required
construction related drainage permits, or making any construction
related notif Icatlons. An Inspection report that summarizes
Inspection activities and Implementation of the SWP3 shall be
performed as required by the PERMIT and retained by the
Contractor and made a part of the construction documents. The
Contractor shall provide copies of all SWP3 documents Including, but
not limited to, Inspection records, original plans, and modified
plans to the Owner at contract close-out. During construction the
contractor shall provide copies of the Inspection reports to the
Owner on a monthly basis.
4. Temporary storm drainage and/or erosion control material
shall be suitable f or this application and shall be Installed
with the proper techniques by the Contractor as required by
NCTCOG Standard Speclf Icof Ions f or Public Works Construction.
Temporary storm drainage and/or erosion control material shall
be removed by the Contractor, in addition to any excavations
backf Tiled by the Contractor, In accordance with NCTCOG
Standard Specif Ications f or Public Works Construction when
temporary erosion control devices are no longer needed as
speclf led In the PERMIT. Maintenance of the permanent
erosion control measures at the site will be assumed by the
Owner at contract close out and acceptance of the work.
5. The Contractor shall maintain his SWP3 in accordance with
the TCEQ Permit and make his SWP3 available, upon request, to
the TCEO and/or Owner.
6. The Contractor must amend his SWP3 whenever there Is a
change In design, construction, operation, or maintenance of
the SWP3, or when the existing SWP3 proves Inef f ective.
Modif Icaf Tons shall not compromise the Intent of the
requirements of the PERMIT. Modif IcatTons Including design and
alladditTonalmaterials and work shallbe accomplished by the
Contrac-i-or, ot I'lo, add] 1-. Tonal explanse to the
1. The Contractor shallInspect his stabilization and erosion
control measures at a minimum of once every 14 days, and within
24 hours of ter any storm event greater than 0.5 Inches, or once
every 7 days. The Contractor shallrepaIr Inadequacies revealed
by the Inspection before the next storm event and he shall
modify his SWP3 within 7 days of the Inspection.
8. The Contractor sholladopt and Implement approprlote
construction site management practices to prevent the discharge
of oils, grease, points, gasoline, and other pollutants to storm
water. Appropriate practices shall Include, but not be limited
to.- designating areas for equipment maintenance and repair;
collecting wastes periodically; maintaining conveniently located
waste receptacles, and designating and controlling equipment
washdown.
9. Borrow areas, If excavated, shall be protected and
stabilized by the Contractor In a manner acceptable to the
Owner and In accordance with PERMIT requirements.
10. AlInon-poved areas shallbe seeded and mulched with
erosion protection gross by the Contractor Immediately upon
completion of fTnalgradlng. This Includes alldTtches and
embankments. The Contractor shallmaintaTril finalgrading,
and keep seeded areas watered untlifully established and
accepted by Owner.
11. The Contractor shollconstruct a silt fence at locations
suggested on plans as appropriate or as modified In his SWP3 to
f It site conditions at the time of plooement, and all borrow and
stock pile areas. The silt f ence shall be constructed as, detailed
on this plan. The Contractor shall remove accumulated silt when It
reaches a depth of 1/3 the height of the silt f ence. The
Contractor shall dispose of the removed silt In a location
approved by the Owner and In such a manner as to not
contribute to erosion and sedimentation. The Contractor shall
remove the silt fence when the site Is completely stabilized
In accordance with the PERMIT.
12. The Contractor shoildesIgnate materialand equipment
storage areas mutually agreed to by the Owner. The storage
areas shall be graded for positive drainage, and the surf are
stabilized with a minimum of 2 Inches of compacted flex base
on 6 Inches of scarifled and recompacfed subgrade by the
Contractor. A silt fence shollbe Installed by the Contractor
around the storage areas to prevent eroded materlalfrom
leaving the site.
13. All Inlets (onsite and of f site) receiving drainage water
from disturbed areas shall be protected by the Contractor as per
details shown or other Owner approved methods to prevent eroded.
material from being transported Into Inlets. The Inlet protection
shall be constructed as shown on these plans.
14. The notes and details contained herin do not relieve the
Contractor and Owner of meeting and implementing the
requirements of the PERMIT.
A
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2
TRENCH -
EXTEND FABRIC AND MESH BACKING
(IF USED) A MINIMUM OF 6' INTO ANCHOR
TRENCH.
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ZWIRE TIE FENCE
SPLICE AT TOP
FENCE SPLICED DETAIL
PLAN VIEW
SILT FENCE DETAIL
N.T.S
FLOW
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WIRE SCREEN
2'xA' STUD
SAND BAG ANCHOR 01
OTHER AS NECESSAR
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2"x4' -WIRE SCREEN &
FILTER FABRIC SECURELY
FASTENED. ANCHOR 2x4'
AS REQUIRED EACH END.
FILTER FABRIC CURB INLET PROTECTION
N. T. S
ELEVATION
MINIMUM FILTER FABRIC SPECS.
GRAB TENSILE
205 LBS.
-STRENGTH
(ASTM D1682)
ELONGATION
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FAILURE
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(ASTM D1 682)
MULLEN BURST
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STRENGTH
coo to -
PUNCTURE
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STRENGTH
:(MODIFIED)
__EQUIVALENT
SIZE 40-80.
OPENING SIZE (EOS)
(US STD. SIEVE)
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FLARE AS NECESSARY TO PROVIDE
ADEQUATE TURNING RADIUS FOR
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VEHICLES TO PASS
R.O.W.
PLAN VIEW
STABILIZED CONSTRUCTION ENTRANCE
N.T.S SITE PLAN
CITY OF GRAPEVINE
APPROVED
APPROVAL DOES NOT AUTHORIZE
ANY WORK IN CONFLICT WITH
ANY CODES OR oRn1JhJAKIfr--1
WITHDRAWN
DATE
SHEET. 7 OF 7
DEPARTMENT OF DEVELOPMENT
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PRELIMINmRY
FOR INTERIM REVIEW ONLY
THESE DOCUMENTS ARE FOR INTERIM
REVIEW AND NOT INTENDED FOR
REGULATORY APPROVAL, PERMIT, BIDDING
OR CONSTRUCTION PURPOSES,THEY
WERE PREPARED BY OR UNDER THE
SUPERVISION OF.,
B. DAVID LITTLETON 62128
NAME P.E. NO.
DATE 10A7 -200S
1110-41"INT"_ I 0NNIM;J
Issued: 10117/2008
Checked By: DWVV
Scale: AS NOTED
Sheet Title
EROSION CONTROL
DETAILS
SPUME U
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TEXAS� STLREET
(FORMERLY KNOWV-AS WEEMS ALLEY)
PHASE I
INSTALL STABILIZED CO�STRUCTION
(VARIABLE WIDT-H-6f�,.,O.W.)
ENTRANCE / EXIT. FINAL LOCATION
SHALL BE DETERMINED BETWEEN-,,.
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PHASE Ill — CONSTRUCTION.
REPLACE SILT FENCE INLET PROTECTION
WITH BLOCK AND GRAVEL PROTECTION,
OR GRAVEL AND SCREEN INLET
PROTECTION AROUND ALL COMPLETED
INLETS ON
STORM DRAIN SITE.
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PHASE I SITE DEMOLITION
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PHASE 11 SITE UTILITY AND STORM
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PHASE Ill PAVING, AND BUILDING
SIDEWALK CONSTRUCTION
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CONTRACTOR SHALL ADD TO THE SITE MAP
THE FOLLOWING:
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1. OFFSITE BORROW AND FILL AREAS
2. AREAS DISTURBED/AREAS UNDISTURBED
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3. ASPHALT OR CONCRETE BATCH PLANTS
4. EQUIPMENT STORAGE AREAS
5. ONSITE WASTE AND TRASH STORAGE
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6. FUELING AREA
7. CONCRETE TRUCK WASHOUT LOCATION
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8. REVISE PHASES SHOWN ABOVE AS
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APPROPRIATE FOR HIS OPERATION.
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THIS IS NOT A STORM WATER POLLUTION PREVENTION PLAN. THE
CONTRACTOR MUST PREPARE ALL RELEVANT
FGP
FGP
DOCUMENTS INCLUDING
HIS OPERATION SPECIFIC INFORMATION PER THE TCEQ TPDES PERMIT
NO. TXR150000, INCLUDING ALL DOCUMENTATION & CERTIFICATIONS
OCIf 2 11" e)oo��;
AS REQUIRED BY THE PERMIT.
LEG; ND
PRELIMINARY
CURB INLET PROTECTION
PROPERTY LINE
0
EXISTING TELEPHONE FLAG
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FOR INTERIM REVIEW ONLY
;EXISTING ASPHALT
OE
EXISTING OVERHEAD ELECTRIC
SITE PLAN
CITY OF GRAPEVINE
APPROVED
THESE DOCUMENTS ARE FOR INTERIM
REVIEW AND NOT INTENDED FOR
REGULATORY APPROVAL, PERMIT, BIDDING
SF- SILT FENCE
EXISTING CONTOUR
Fp'
EXISTING POWER POLE
OR CONSTRUCTION PURFOSES,THEY
WERE PREPARED BY OR UNDER THE
EXISTING SANITARY SEWER 0
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EXISTING SANITARY SEWER MANHOLE 0
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EXISTING ELECTRICAL FLAG
EXISTING GAS FLAG
APPROVAL DOFP
ANY WOP'-
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SUPERVISION OF:
B. DAVID LITTLETON 62120
NAME P.E. NO.
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CONSTRUCTION
ENTRANCE/EXIT
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EXISTING WATER
EXISTING WATER VALVE
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EXISTING STORM MANHOLE
RATE 10-17-2008
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EXISTING WATER METER
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NO.' 25681
Issued: 10/17/2008
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EXISTING IRRIGATION CONTROL VALVE FGP
EXISTING GAS
EXISTING FENCE POLE
EXISTING TREE
DATE
Drawn By- DML
Checked By: DWVV
Scale: AS NOTED
— -- —
SHEET. 6 OF 7
Sheetritle
T EXISTING TELEPHONE/FIBER OPTIC PROPOSED GRADE DEPARTMENT OF DEVELOPMENT
SERVICES
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EROSION CONTROL
TPED
EXISTING TELEPHONE PEDESTAL
PROPOSED STORM
PLAN
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Sheet Number
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CAUTIONIII CAUTION fl!
Z EXISTING GAS, ELECTRIC, AND WATER EXISTING 10" CAST IRON WATER LINE.
UTILITIES. USE EXTREME CARE AND CONTRACTOR TO FILED VERIFY
CAUTION WHEN WORKING IN AREA.
r-C!T1 ArC:n I nf� A rInKI C: "711 1TICC HORIZONTAL AND VERTICAL LOCATION.
// I CONTRACTOR TO FIELD VERIFY.
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(FO,,RMERLY KNOWN AS WEEMS ALLEY��-�,--. Ek' SS
--�JVARIABLE WIDTH R.O.W.) SAW�CUT APPROX.
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EX TING RHEAD ELECTRIC. PHALT PA EMENT
US XTREM CARE. T BE REMOV D L
CHAIN LINK FENCE EX ING PO R POLE TO BE REMOVED.
T ED BE REMOVED EXISTING TRAN FORMER TO B
CONTRACTOR �HALL COORDI ATE ITH
UTILITY COMPA Y.
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EXISTING CONCRETE
EXISTING 8" DEIH SILVER FLUME TO REMAIN
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01
CAUTION III
EXISTING FIBER OPTIC YNE, IN AR A.
CONTRACTOR SHALL a DINATE WITH
VERIZON A D THE CIT Y GRAPEVINE
PRIOR TO CONSTRUC-I N
EXISTING 24" DBH
MULBERRY TREE EXISTING C
TO BE RPMOVED TO BE P GGE
/ AND R OVED
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-X --- —X --x
U U X X X
FGP FGP 0
CHAIN LINK FENCE
TO REMAIN
CONCRETE PRIVATE D�,IVE
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EXISTING BUILDING
FFE 638.48
SS
LEGEND
PROPERTY LINE
EXISTING ASPHALT
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— E- ss EXISTING SANITARY SEWER
0 EXISTING SANITARY SEWER MANHOLE
SSMM
EXISTING WATER
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EXISTING ELECTRICAL FLAG
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EXISTING GAS FLAG
EXISTING STORM DRAIN
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EXISTING FENCE
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EXISTING TELEPHONE FLAG
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EXISTING OVERHEAD ELECTRIC
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EXISTING POWER POLE
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EXISTING ELECTRICAL FLAG
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EXISTING GAS FLAG
EXISTING STORM DRAIN
0
SDMH
EXISTING STORM MANHOLE
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EXISTING FENCE
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EXISTING FENCE POLE
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EXISTING TREE
PROPOSED GRADE
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scriernatic in nature ana ma%Vng:�-�v!Eak�44�-r-w-uiru-we NIZEuklo"
utility. Some utility lines may not be shown. Contractor shall assume responsibility for
actual field location and protection of existing facilities whether shown or not. Contractor
shall also assume responsibility for repairs to eAsting facilities, whether shown or not,
damaged by contractor's activities. Differences in horizontal or vertical location of eAsting
utilities shall not be a basis for additional expense.
2. Contractor shall locate and adjust existing utility manhole lids, cleanouts, water valves
and other surface appurtenances as required for new construction. Contractor shall
provide for all fees for permits, connections, inspections, etc.
3. The Contractor shall protect existing property monurnentation and primary control. Any
such points which the Contractor believes will be destroyed shall have offset points
established by the Contractor prior to construction. Any monumentation destroyed by the
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Contractor shall be reestablished at his expense.
4. Barricading and traffic control during construction shall be the responsibility of the
Contractor and shall conform to the "Texas Manual on Uniform Traffic Control Devices",
Part VI in particular. Traffic flow and access shall be maintained during all phases of the
construction. The Contractor is responsible for providing traffic safety measures for work
on project.
5. For additional extents of demolition, refer to Grading, Storm Drainage, Paving and
Vimension Control and Water and Sanitary Sewer Plans.
17,
objects that currently may be covered.
required by the Owner or;Owner's representative,
8. Onsite planametric and topographic mapping taken from data provided by Half f
Associates,
dated July 15, 2008.
9. Pavement removal and repair shall conform to the City of Grapevine requirements. All
sawcuts shall be full depth cuts. Contractor shall make efforts to protect concrete and/or
asphalt edges.,, Any large spalled or broken edges shall be removed by sawcutting
-7�Rve men f pd&t6rdoladeiment.
10. Any damages that may occur to real property orexisting improvements shall be
restored by the Contractor to at lease the same condition that the real property or existing
improvements; were in prior tothe damages. This restoration shall be subject to the
Owner's approval; moreover, this restoration shall not be a basis for additiOnall
compensation to the Contractor. Restoration shall include, but not be limited to, regrassing,
revegetation, replacing fences, replacing trees, etc.
11. It shall be the responsibility of the Contractor to:
A. Prevent any damage to private property and property owner's poles, fences, shrubs,
etc.
B. Provide access to all drives during construction.
C. Protect all underground utilities to remain in service.
D. Notify all utility companies and verify location of all utilities prior to start of construction.
........... ................
RTMENT PRIOR TO ANY
ITY WORK.
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Lei I WAS1 ar-i 11.1 -Al N -
APPROVED
APPROVAI-Dr`
ANY, 'W"
DATE
SHEET' 2 OF 7
DEPARTMENT OF DEVELOPMENT
SERVICES
I
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2 1 200a
pf5,�
N$I .10.4 NI$,' I
THESE DOCUMENTS ARE FOR INTERIM
REVIEW AND NOT INTENDED FOR
REGULATORY APPROVAL, PERMIT, BIDDING
OR CONSTRUCnON PURPOSES, THEY
WERE PREPARED BY OR UNDER THE
SUPERVISION OF:
DATE 10-17-2008 1
Project No.: 25681
Issued: 10117/2008
Drawn By: DML
Chocked By: DWW
Scale: AS NOTED
Sheet Title
DEMOLITION PLAN
Sheet Number
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THESE DOCUMENTS ARE FOR INTERIM
REVIEW AND NOT INTENDED FOR
REGULATORY APPROVAL, PERMIT, BIDDING
OR CONSTRUCnON PURPOSES, THEY
WERE PREPARED BY OR UNDER THE
SUPERVISION OF:
DATE 10-17-2008 1
Project No.: 25681
Issued: 10117/2008
Drawn By: DML
Chocked By: DWW
Scale: AS NOTED
Sheet Title
DEMOLITION PLAN
Sheet Number
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CITY OF GRAPEVINE PUBLIC WORKS DEPARTMENT GENERAL NOTES
STORM DRAIN NOTES:
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1. Allmaterials and workmanship for storm drain construction shallconform to the Standard
1.The Contractor shallbe responsible for submitting a copy of the bid proposalfor alipublic
Specifications for Public Works Construction for North CentralTexas, latest edition, and the City
improvements to the City of Grapevine at the pre- cons tru ction meeting. This proposal
of Grapevine requirements.
J
shallinclude unit costs, quantities and amounts.
2. During the construction of these improvements, any interpretation of the Standard
2,The Owner/ Contractor shallbe responsible for paying a 5X inspection fee to the City of
Specifications for Public Works Construction for North CentralTexas, and any matter which
Grapevine at the pre -construction meeting for all public improvements.
requires the approval of the Owner, must be approved by the appropriate governmental official
before any construction involving that decision commences. Assumptions about what these
00 z
3,The Contractor shallbe responsible for contacting the Ci�y of Grapevine Building
Department (817) 410-3010 to request Tree Preservation Inspection to
decisions might be which are made during the bidding phase willhave no bearing on the deci,3 ion.
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at a prior any
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work commencing on the site.
2
3. The Contractor shall protect existing property monumentotion and primary control. Any such
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4. There shall be no filling in the f loodplain or dumping within the City of Grapevine without
points which the Contractor believes will be destroyed shall have offset points established by the
an executed "fill" agreement.
Contractor prior to construction. Any monumentation destroyed by the Contractor shall be
0 -
reestablished at his expense.
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5.The Contractor shall be responsible for recording all field changes to the plans. The
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by federal,
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project engineer shall incorporate
these into "As -Built" record drawings.
4. The Contractor shall abide all applicable state, and local laws governing excavation.
The Cont'ractor shall detailed and specifications for trench safety systems that
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changes
provide plans
comply with applicable laws governing excavation. These plans shall be sealed by an Engineer
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6. The Contractor shall be responsible for providing erosion control in accordance with the
experienced in the design of, trench safety �ystems and licensed by the State of Texas.
Erosion Control Plan prepared by the engineer and Appendix F of the City of Grapevine's
Submit plan to the Owner prior to commencing work. The Contractor shall be sole responsible
for to
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Code of Ordinances
all aspects of work related excavation.
traffic during be the the Contractor
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7.No water letting is allowed for water, sanitary sewer and storm drainage construction.
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5. Barricading and control construction shall responsibility of
and shallconform to the 'Texas Manual on Uniform Traf f ic Control Devices' , Part VI in
B.Alltrenches that are excavated to a depth in excess of five (5) feet shallbe excavated
particular. Traffic flow and access shallbe maintained during allphases of the construction.
and maintained in a
that Occupational Safety Health Administration (OSHA)
The Contractor is responsible for providing traffic safety measures for work on project,
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manner meets all and standards.
Prior to the excavation
and construction of the trench(es), the Contractor shallbe responsible for submitting two
(2) trench safety plans
i
prepared by a Licensed Professional Engineer in accordance with OSHA standards.
9.Allembedment and backfillshallbe wetted to approximate optimum moisture and
compacted in twelve (12) inch
lifts to 951. Standard Proctor density. Density tests shallbe obtained for each five (5)
feet of depth and for each
100 linealfeet of trench or increment thereof. The Contractor shallbe responsible for
submitting a copy of all
geotechnical laboratory reports/test results to the City of Grapevine.
10.Allutility relocations willbe done at the developer's expense.
U.
11."The City of Grapevine's Construction Inspector overtime policy allows the Contractor
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to work from 7 a.m. to 7 p.m.,
Monday through Saturday. No work is allowed on Sundays. Overtime charges of $4-5 per
W
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.J �: 1 8
0�-Nc�
hour shall be paid to the City
ca;ag
A P
by the Contractor for work outside the normal work week (i.e. 8 a.m. to 5 p.m., Monday
iF 80
rz
through Friday). Saturday yprk
0
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requires a four (4) hour minimum overtime charge."
C3 0 -J
3: V iR
12.Each contractor within the proposed development shallguarantee their work for a period
ONE
of two (2) years after the
date of final acceptance by the City of all public improvements. Maintenance bonds sha][ be
MEN
. . ... .... . ....... .. . . .. ........
,n n,,. aunt,,e)quip[to . . .............
1 '0: -arnl.
25 percent of the co ruttibb cost f e improvements within public right-of-way or
,--,,,,,,,,,� . . . ... . . . . . !",
easements. This includes
excavation/fill for public streets.
13.The City of Grapevine's Code of Ordinances shall be adhered to. Special attention should
be given to Appendix F,
Erosion and Sedimentation Control. Section F of this ordinance allows the Director of
Public Works to issue a
"Stop -work order" for any development, improvement, or construction which is in violation
of this ordinance.
C
CL
FRANCHISE UTILITY CONTACTS
on
VERIZON
Mike Lane
2094 McGee Lane
�Lz
Lewisville, TX 75077
Tel: (972) 249-7280
TIME WARNER
Warren Fyffe
Construction Coordinator
O'C"I'll" 2 1 2 0 1") 18)
1565 Chenault Street
Dallas, TX 75228
Tel. (214) 320-5435
ATMOS Gas
Jef f Wylie
Pro *ect Manager
8 od E. Border
Arlington, TX 76010
Tel: (817) 303-2905
PRELIMINARY
TXU Electric
SITE PLAN
CITY OF GRAPEVINE
FOR INTERIM REVIEW ONLY
Charles Thomas
APPROVED
THESE DOCUMENTS ARE FOR INTERIM
REVIEW AND NOT INTENDED FOR
2001 N. Industrial
Bedford, TX 76021
APPROVAL DOES NM
ANY WORK IN
REGULKrORY APPAOVAL, PERMIT, BIDDING
OR CONSTRU=ON PURPOSES,THEY
WERE PREPARED BY OR UNDER 'THE
SUPERVISION OF;
Tel: (817) 858-2545
ANY CODFP
S. DAVID UTTLETON 02128
NWE P.E. NO.
DATE 10 -V -2W8
Project No.: 25681
Issued: 10/17/2008
OATE
Drawn By: DML
SHEET. I OF 7
Checked By: DWW
Scale: AS NOTED
DEPARTMENT OF DEVELOPMENT
Sheet Title
SERVICES
GENERAL NOTES
C0.01
Sheet Number
0
ln�
I
(34) LANTANA
(1) POSSUMHAW,
3" CAL.
(4) DESERT WILLOW, -
STEEL EDbER -
(18) MISCANTH, US -
'MORNING LIGHT'
U),
0
01�
:D
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0
(1) POSS,,UMIHAW
CAL
BERMUDASOD
TO FENCI
LANDSCAPE PLAN
SCALE: 1"=10'-O" LAYOUT
0 5 10 15 20 30
SCkLE: V=10'
TEXAS ST.
'4'
BASE LANDSCAPE SKETCH
(13) GULF MUHLY GRASS
(5) MEADOW SAGE
UNIZANI% 0% LANDSCAPE ALTERNATIVE SKETCH
SCALE: 1"=10'-O" LAYOUT
a �!i
WIRE TRELLIS,
12 GAUGE
(18) HONEYSUCKLE
SCALE: V=10'
A
Be
PLANT SCHEDULE
QUANTITY
COMMON NAME
SCIENTIFIC NAME
SIZE
HEIGHT
SPREAD
SPACING
GENERAL NOTES
TREES
T
D
2
Red Oak
Quercus shumardii
311
10'-12'
51-7f
AS SHOWN
Nursery Grown, Full, Healthy, Well Formed, Straight Trunk
4
Desert Willow
Chilopsis linearis
311
81-101
41-61
AS SHOWN
Nursery Grown, Full, Healthy, Well Formed, Straight'Trunk
5
Possumhaw Holly
Ilex decidua
311
81-10,
4-61
AS SHOWN
Nursery Grown, Full, Healthy, Well Formed, Straight Trunk
z
SHRUBS
W
LIJ
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11
Texas Sage ::]_Lg�g�hvllum
frutescens
5 gal.
1811-241'
1211-1811
AS SHOWN
Nursery Grown, Full, Healthy, Well Formed
ORNAMENTAL GRASSES AND GROUNDCOVERS AND VINES
I
25
Gulf Muhly Grass
Muhlenbergia capillaris
1 gal.
12"-18"
1011-1211
30" O.C.
Nursery Grown, Full, Healthy, Well Formed
57
Maiden Grass
Miscanthus sinensis 'Gracillimus'
3 gal.
12"-18"
10"-12"
36" O.C.
Nursery Grown, Full, Healthy, Well Formed
29
MiscanthusMomi,ng Light'
Miscanthus sinensis "Moming Light'
3 gal.
1211-1811
1011-1211
36" O.C.
Nursery Grown, Full, Healthy, Well Formed
PERENNIALS AND GROUNDCOVERS AND VINES
33
Meadow Sage
Salvia nemorosa 'Amethyst'
1 gal.
811-1011
10"-1211
1811 O.C.
Nursery Grown, Full, Healthy, Well Formed
6
Red Sage
Salwa greggi 'Ful -man's Red'
1 gal.
811-1011
1011-1211
18" O.C.
Nursery Grown, Full, Healthy, Well Formed
210
Lhope
briope muscari
1 gal.
811-1011
10$1-12"
18" O.C.
Nursery Grown, Full, Healthy, Well Formed
82
Lantana
Lantana camara
1 gal.
1211-1811
10"-12"
181, O.C.
Nursery Grown, Full, Healthy, Well Formed
SOD GRASSES AND SEED
I
Common Bermuda Cynodon dactylon
SOD
Solid Sod, Full, Healthy, Weed Free
ALTERNATE PLANT MATERIAL
z
21
Coral Honeysuckle
Lonicera sempervirens
3 gal.
1211-1811
12"-18"
AS SHOWN
Nursery Grown, Full, Healthy, Well Formed
D 11, 40
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THESE DOCUMENTS ARE FOR INTERIM
REVIEW AND ARE NOT INTENDED FOR
REGULATORY APPROVAL, PERMIT, BIDDING
OR CONSTRUCTION PURPOSES. THEY
WERE PREP,�RE�, 9R THE
SUPERVISIOR,)O_E:
LENNY L. ki0op 2a
ES
NAME lj'— I ,
DATE MDATEM
Project No.: 25681
Issued: 10/17/08
Drawn By: Sw
Checked By:
Scale: AS NOTED
Sheet -Fitle
LANDSCAPE
PLAN
Ll .01
Sheet Number
0
T
0-
THESE DOCUMENTS ARE FOR INTERIM
REVIEW AND ARE NOT INTENDED FOR
REGULATORY APPROVAL, PERMIT, BIDDING
OR CONSTRUCTION PURPOSES. THEY
WERE PREP,�RE�, 9R THE
SUPERVISIOR,)O_E:
LENNY L. ki0op 2a
ES
NAME lj'— I ,
DATE MDATEM
Project No.: 25681
Issued: 10/17/08
Drawn By: Sw
Checked By:
Scale: AS NOTED
Sheet -Fitle
LANDSCAPE
PLAN
Ll .01
Sheet Number
0
0-
W
6
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THESE DOCUMENTS ARE FOR INTERIM
REVIEW AND ARE NOT INTENDED FOR
REGULATORY APPROVAL, PERMIT, BIDDING
OR CONSTRUCTION PURPOSES. THEY
WERE PREP,�RE�, 9R THE
SUPERVISIOR,)O_E:
LENNY L. ki0op 2a
ES
NAME lj'— I ,
DATE MDATEM
Project No.: 25681
Issued: 10/17/08
Drawn By: Sw
Checked By:
Scale: AS NOTED
Sheet -Fitle
LANDSCAPE
PLAN
Ll .01
Sheet Number
NOTE: All tree plantings to recieve a
Pro -active Micorrhizal treatment at time
of planting and during "establishment'
as specified by (Plant Health Care, Inc.)
www.planthealthcare.com 1300.421.9051,
..........
Nog
110. 1111111 N N Igi W11,04 1011 CM1
ATTAW IN 1*311111IN MM UWA10%
j-'w"go-Imn Lill Of, Y a' 11' ILV'Aff�kIII
AAss�
MAZUR
I
a
ATTAC H G UY WI RE AN D H OSE
ABOVE FIRST BRANCtk`
CUT TOP HALF OF CAGA
AND BURLAP AND REMOVE
BEFORE PLANTING. INSPECT
ROOT SYSTEM FOR SPIRALEN
OR GIRDLED ROOTS. SPIRALEW
ROOTS TO BE UNWRAPPED,
;,TRAIGHTENED, AND REPLANTED.
GIRDLED ROOTS TO BE CLEANLY
CUT 6" FROM POINT OF CONTACT
WITH TREE. SEVERE GIRDLING
WILL NOT BE ACCEPTED AND
TREE SHALL REPLACED.
12" CONTINUOUS
AROUND BALL
6
NEVER CUT LEADER. THIN
UP TO 1/3 OF BRANCHES,
RETAINING NATURAL SHAPE
OF TREE. DO NOT
LEAVE STUBS
STEEL T -POST STAKES.
31PER TREE EQUALLY
SPACED
SET TREE SO THAT ROOT
C"Vlllt� IrAw"E_�i3rItE
GRADE AND EXPOSED
3" MULCH LAYER
AS SPECIFIED
FINISHED GRADE
STAKE TO BE 18"
BELOW PIT IN
jj_1UTr=tQ"
s 3INGLE TRUNK TREE
ANTINr% DETAIL
NOT TO SCALE
AND 1 PART ON -SIT
EXCAVATED SOI
UNDISTURBE
SUBGRAD'�
3" MULCH LAYER
AS SPECIFIED
4" SAUCER
AROUND PIT
A0% mass b SHRUB PLANTIN(j:DETAIL
NOT TO SCALE
RIVER ROCK
TYPE: MEX. BEACH
SiIZE: 1/2"A" D:IA.
DEPTH: 5" OVER
FILTER FABRIC
CONTAINMENT EDGE,
REF. ARCHITECTURAL
PLAN AND DETAILS
FOR TYPE AND LOCATION
I
PLANTING SOIL 8" OR
TO: DEPTH OF ROOT
BALL,
MANUFACTURER: SOIL
BUILDING SYSTEMS
TYPE: READY -TO -PLANT
A, A.
SPIRALED ROOTS TO BE
UNWRAPPED, STRAIGHTENED,
AND REPLANTED. GIRDLED
ROOTS TO BE CLEANLY CUT
6" FROM POINT OF CONTACT
WITH TREE. SEVERE GIRDLING
WILL NOT BE ACCEPTED
AND TREE SHALL REPLACED.
12" CONTINUOUS
AROUND BALL
PLANTING PIT TO BE
TWICE AS WIDE AS
ROOT BALL WITH 2:1
MIX 2 PARTS BALANCED
COMPOST AND I PART
ON-SITE EXCAVATED SOIL.
NEVER CUT LEADER.
THIN UP TO 1/3 OF
BRANCHES, RETAINING
NATURAL SHAPE OF TREE.
DO NOT LEAVE STUBS.
STEEL T -POST STAKES.
3 PER TREE EQUALLY
SPACED
SET TREE SO THAT ROOT
-0,A#4',f�R I&J"A-1t#VE FhNM=tE,_V
GRADE AND EXPOSED
3" MULCH LAYER
AS SPECIFIED
FINISHED GRADE
STAKE TO BE 18"
BELOW PIT IN
WJDISTI_JVRFR_z&6SGZ!kDE
ORNAMENTAL TREE PLANTING DETAIL
NOT TO SCALE
I
0% A
aff 0 "" & GROUNDC VER PLANTING DETAIL
ff 11 in
GRAStii 0
NOT TO SCALE
<
M 0 . Ai
Lu
IJ_
LU
Cl-
WN
--- --- -- ---
_,_____T 7_7
NOT TO SCALE
- HORIZONTAL PANEL MAX.
36 IN 2 INCREMENTS
POST TO POST CLEAR
PANEL LENGTH + 1", TYP.
- #5104 CHANNEL TRIM OR
#5105 STEEL EDGE TRIM
OPTIONAL @ TOP EDGE
OR PANEL , TYP.
3" THICK GREENSCREEN
PANEL, TYP.
3" SQUARE STEEL TUBE
W/ POST CAP,
-#5145 POST CLIPS MOUNTED
FRONT & BACK @ EACH
LOCATION OR #5133 SNAP
CLIPS 9 ONE FACE W/ STAINLESS
S* EK SCREW, TYP.
FINISHED GRADE
CONCRETE FOOTER,
SLOPE CONCRETE AWAY
FROM P; ST
POST EMBED LENGTH &
F 0 0 —111 NAG 0`1 Z E -0 KOt)tD B E
VERIFIED BASED ON OVER-
ALL HEIGHT, WIND LOADS &
SOIL CONDITIONS, TYP.
DEPTH DETERMINED PER
�MANUFACTURER'S
SPECIFICATIONS.
MANUF: GREENSCREEN, OR
APPROVED SUBSTITUTION
FINISH: GALVANIZED
CONTACT: 1-800-450-3494
THESE DOCUMENTS ARE FOR INTERIM
REVIEW AND ARE NOT INTENDED FOR
REGULATORY APPROVAL, PERMIT, BIDDING
OR CONSTRUCTION PURPOSES. THEY
R Y R
SUPERVISION OF:
LENNY L. HUGHES 2067
NAME R.L.A. NO.
DATE $$$DATE$S$
ui_ 17 _z I
Project No.: 25681
Issued: 10/17108
Drawn By: Sw
Scale: AS NOTED
Sheet Ti tie
LANDSCAPE
DETAILS
L2.01
Sheet Number
UM
0
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UM
wo
w-co
Uj
'C30):
0qj
cc"
ca z '66
xo
Ix
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—7:
00
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THESE DOCUMENTS ARE FOR INTERIM
REVIEW AND ARE NOT INTENDED FOR
REGULATORY APPROVAL, PERMIT, BIDDING
OR CONSTRUCTION PURPOSES. THEY
R Y R
SUPERVISION OF:
LENNY L. HUGHES 2067
NAME R.L.A. NO.
DATE $$$DATE$S$
ui_ 17 _z I
Project No.: 25681
Issued: 10/17108
Drawn By: Sw
Scale: AS NOTED
Sheet Ti tie
LANDSCAPE
DETAILS
L2.01
Sheet Number
0
C
THESE DOCUMENTS ARE FOR INTERIM
REVIEW AND ARE NOT INTENDED FOR
REGULATORY APPROVAL, PERMIT, BIDDING
OR CONSTRUCTION PURPOSES. THEY
R Y R
SUPERVISION OF:
LENNY L. HUGHES 2067
NAME R.L.A. NO.
DATE $$$DATE$S$
ui_ 17 _z I
Project No.: 25681
Issued: 10/17108
Drawn By: Sw
Scale: AS NOTED
Sheet Ti tie
LANDSCAPE
DETAILS
L2.01
Sheet Number
ILI
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C
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7
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C
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----- ---- -
(D
W! REVISE 5058V AT
DRILL HOLE TO BE 1/16"
—T—
EACH END POST,
INSTALL PER
6" HOT DIPPED
EYE BOLT
SMALLER THAN WIRE
SLEEVE IN CASE OF
7`--(" OR 7'-5-, FOR SPACING RER ARCHITECTURAL
DETA LS MANUFACTURERS
SHRINKAGE
INSTRUCTIONS
VENDOR: ORCHARD VAL[
STAINLESS STEEL
GRIPPLE, MEDIUM
SUPPLY, INC.
MANUFACTURER: GRIPPLE
6XI5 GALV. STEEL POST
Z)
CONTACT: 1-888-755-009�
VENDOR: SPEC TRELLISING
WITH CAP, REF. ARCHITECTURAL
wwworchardvalle supply.c(
VIQUAL
CONTACT: 800-237-4594
DETAILS
Co z
Go
OR APPROVED
TO PREVENT DAMAGE
www.spectrellising.com
TRIM END OF WIRE,-
12 GAUGE GALVANIZED
STEEL WIRE
4-, U)
0
TO! POST, WIRE IN +/- 1/8"
ATTACH PLASTIC
-J, j
TRAIN VINE TO STEEL
Uj 0
0
GALVANIZED STEEL
SLEEVE FOR INTERMEDI;
CABLE CAPS (OPTIONAL)
WIRE, FOR PLANT
SPACING REF.
Uj
— — — — — --- — —
POSTS (VERIFY)
I -j
6" HOT DIPPED EYE BOLT
CONNECTION TO BUILDING I STEEL END POST WIRE FAS�NER
10-�—
LANDSCAPE PLAN
W
WIREVISE 5058V,
- — — — — — —
— — — — -- 12 GAUGE GALVANIZED
t k
t
POST POSITIONED ON
Co Uj
INSTALL PER
STEEL WIRE
///—TRAIN
PATIO CONCRETE SLAB
POST EMBED LENGTH &
X Z
LL a)
MANUFACTURERS
INSTRUCTIONS
Co
VINE TO STEEL
WIRE, FOR PLANT
FOOTING SIZE SHOULD BE
F�. >
0
Z- T
VERIFIED BASED ON OVER
0 W
TRIM END OF WRE
SPACING REF.
LANDSCAPE PLAN
-
ALL HEIGHT, WIND LOADS &
Z CL
ATTACH PLASTZ
CABLE CAPS (OPTIONAL)
6X6 POST, REF.
Lo
SOIL CONDITIONS, TYP.
RIVER ROCK AND FILTER FABRIC
Uj III
ARCHITECTURAL DETAIL"
11�\ L ROCK AND FILTER
PLANTING SOIL TO DEPTH
Z
_,--RIVER
OF ROOT BALL
Lo
POST POSITIONED ON
MANUFACTURER: SOIL
PATIO CONCRETE SLAB
BUILDING SYSTEMS
TYPE: READY
POST EMBED LENGTH &
-TO -PLANT
FOOTING SIZE SHOULD B1
7-7,1 i �7: 1
CONTACT: 972-831-8181
r� e-�
VERIFIED BASED ONOVEI
ALL HEIGHT, WIND LOADr,-
NOTE: STEEL WIRE PASSES
THROUGH 1/4" HOLE IN GALV.
ffizRZIA
------ - --------
SOIL CONDITIONS, TYP.
PLANTI NG SOI L TO D�EPTF
Hi
STEEL POST.
"77
----- - --- - -
. ..... . ....
ANUFACTURER: SOIL
=7-
BUILDING SYSTEMS
.. ... -- --
-7,77 77,- 7
TYPE: READY -TO -PLANT
CONTACT: 972-831-8181
5'HT. WIRE TRELLIS 014 WOOD
01
POSTS (ALT.)
5HT. WIRE TRELLIS ON STEEL
02
POST (ALT.)
Cv
NOT TO SCALE
SECTION/ELEVATION
NOT TO SCALE
SECTION/ELEVATION
00
0
0 LO
Lu 0 M
01.-
-�i 00
t6
Woz �r
mz��
oof,�r,�,
z<
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-
STAINLESS STEEL--,
MANUFACTURER: GRIPPLEI
STAINLESS STEEL
VENDOR: SPEC TRELLISING
EYE STRAP
CONTACT: 800-237-4594
www.spectrellising.com
1 1/2" MASONRY
SCREW
TRIM END OF WIRE,
ATTACH PLASTIC
CABLE CAPS (OPTIONAL)
BUILDING
----- -
------
F`�
CL
-MTFF1 I
MT= 111111
L)
WIRE TRELLIS WALL
CONNECTION (ALT.)
03NOT
)c
TO SCALE
SECTION
I
------
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5S '�J
DRILL HOLE TO BE 1/8"
I k
1 1ffTl f
U11 Fil 1711 TMTMMF
PRELIMINARY
LARGER THAN GALV.
I III IT
STEEL WIRE DIA.
6 X 6 GALV. STEEL--\
FOR INTERIM REVIEW ONLY
THESE DOCUMENTS ARE FOR INTERIM
POST
REVIEW AND ARE NOT INTENDED FOR
F F--
I F— I F— I F—
I I I F---
F1
REGULATORY APPROVAL, PERMIT, BIDDING
OR CONSTRUCTION PURPOSES. THEY
W010D POST CONNECTION,
CONCRETE AND BRICK PATIO,
WALL CONNECTION,
WERE PREPARED By OR UNDER THE
SUPERVISION OF:
REF, SHT,
L2,02 DET. 01 �(ALT.)
REF. ARCHITECTURAL DETAILS
REF. SHT. L2.02 DET. 03 (ALT.)
LENNY L. HUGHES 2067
NAME R.L.A. NO.
PEE $$$DATE$$$
WOOD ARBOR, REF. 1/2" - 1" MEXICAN BEACH ROCK, 12 GAUGE GALVANIZED
ARCHITECTURAL
DETAILS (ALT.)
REF. LANDSCAPE DETAIL
STEEL WIRE (ALT,)
WOOD END POST CONNECTION,
SHT. L2.01 DET. 3 (BASE-)
GALVANIZED STEEL END
REF SHT.
L2.02 DET. 01 (ALT.)
(18) HONEYSUCKLE (BASE)
POST CONNECTION,
GALVANIZED STEEL POST
CONNECTION, REF SHT. L2.02
REF. SHT. L2.02 DET. O�2 (ALT.)
DET. 04 (ALT.)
J'�'T 2
0 GALV. STEEL POST
4NOT
CONN. (TYP.) (ALT.)
WIRE TRELLIS
05SCALE:
LAYOUT (BIASE/ALT)
P1r,!JiF`,o`,Nf ING
TO SCALE
SECTION
1/4" V- 0"
LAYOUT
Project NO.: 25681
Issued: 10117/08
Drawn By: SW
Checked By:
Scale: AS NOTED
Sheet Title
LANDSCAPE
DETAILS
L2.02
Sheet Number
YY
I
1011W
TEXAS STIR E1, -ET --
(FORMERLY KNOWN AS WEEMS ALLEY)
(VARIABLE WIDTH R.O.W.) WATER METER AND IRRIG.
CONTROL BOXES TO BE -(D
(ASPHALT) REPLACED WITH CONCRETE SS�H
VAULT. COVERS TO BE 10'R
i011W I 011W R E P -L-A C E0 _W444- H 24 -TRA I- FI 1011W
V MI"UMOLIZ. n F-J%Orl I CL
(P
RCITY:
RETAINING I VALL >
bo I
-V
ARIA LE HEIGHT. 4. i
PROPOSED,
co
RETAI INIG.WALL�
6CURB INLET.
�c
T
R: EXISTING
4P A X, �p
CONCRETE FLUME
-111M
i"Rlti I I b , I r� , t� IN b, b t�
coh, 't, I I I/
REINFORCED CONCRETE WITH A MINIMUM
28 DAY COMPRESSIVE STRENGTH OF
No. 3 REBAR PLACED AT
CE
3,500 PSI. 24" ON NTER EACH WAY.
6" CONCRETE PAVEMENT
6" SUBGRADE SCARIFIED AND
COMPACTED TO A DRY DENSITY
AT LEAST 95 % OF THE STANDARD
PROCTUR COMPACTION
(ASTM D698) AT A MOISTURE
CONTENT AT +/- 2% OPTIMUM.
TYPICAL CONCRETE PAVEMENT SECTION
MT.&
ELEVATION
11
SECTION
NOTES:
1. PROVIDE ONE PRECAST WHEEL STOP PER PARKING SPACE AS INDICATED ON SITE PLAN
2. WHEEL STOP SHALL BE ATTACHED SECURELY TO THE CONCRETE PAVEMENT W/ EPDXY
ADHESIVE AND DOWELS AS INDICATED,
RADIUS 3/4 " MIN.
T' MAX.
#4 REINFORCING BAR
6-9- LONG (TYP.)
CONCRETE (TYP.)
TOP OF PAVEMENT
#4 REINFORCING BAR
VERTICAL DOWEL
UMMIM
I MI ��
EXISTINGASPHALT
6
EXISTING SANITARY SEWER
------ s',
EXISTING SANITARY SEWER MANHOLE
0
EXISTING WATER
SSMH
CONCRETE WITH #3 BARS AT 24"OCEW
Eamon
PROPOSED VARIABLE HEIGHT WALL
0
WV
EXISTING WATER METER
(9 WM
EXISTING IRRIGATION CONTROL VALVE
0
lCV
EXISTING GAS
(SEE SHEET C4.01 FOR DETAILS)
EXISTING TELEPHONE/FIBER OPTIC
EXISTING ELECTRICAL FLAG
EXISTING TELEPHONE PEDESTAL
0
GF
EXISTING GAS FLAG
W
0
EXISTING STORM DRAIN
F--
L-
cnF-
SDMH
EXISTING STORM MANHOLE
*<
%U
X
EXISTING FENCE
U.
0
X-
0
FGP
EXISTING FENCE POLE
TI—)
EXISTING TREE
W
W
r ADJUST SSMH RIM
A4.0
o
To.
-.Sip
AS NEEDED
W
A$%
I I
nwnn�t
W
!!M
11101i
4b
ELEVATION
11
SECTION
NOTES:
1. PROVIDE ONE PRECAST WHEEL STOP PER PARKING SPACE AS INDICATED ON SITE PLAN
2. WHEEL STOP SHALL BE ATTACHED SECURELY TO THE CONCRETE PAVEMENT W/ EPDXY
ADHESIVE AND DOWELS AS INDICATED,
RADIUS 3/4 " MIN.
T' MAX.
#4 REINFORCING BAR
6-9- LONG (TYP.)
CONCRETE (TYP.)
TOP OF PAVEMENT
#4 REINFORCING BAR
VERTICAL DOWEL
UMMIM
I MI ��
92-NIFITIREM9,31WIN
1, Existing utilities shown are taken from available records provided by the utility Owner and field
locations of surface appurtenances. Locations shown are generally schematic in nature and may not
accurately reflect the size and location of each particular utility. Some utility lines may not be shown.
Contractor shall assume responsibility for actual field location and protection of existing facilities
whether shown or not. Contractor shall also assume responsibility for repairs to existing facilities,
whether shown or not, damaged by Contractor's activities. Differences in horizontal or vertical location
of existing utilities shall not be a basis for additional expense.
2. Pavement removal and repair shall conform to City of Grapevine requirements. All sawcuts shall
be full depth Guts. Contractor shall make efforts to protect concrete and/or asphalt edges. Any large
spalled or broken edges shall be removed by sawcutting pavement prior to replacement.
3. Contractor shall maintain positive drainage at all time during construction. Ponding of water in
streets, drives, truck courts, trenches, etc. will not be allowed.
4. Contractor shall locate and adjust existing utility manhole lids, cleanouts, water valves and other
surface appurtenances as required for new construction. Contractor shall coordinate utility
adjustments with other disciplines and the appropriate utility agencies and provide for all fees for
permits, connections, inspections, etc.
5. Contractor's work shall include pavement removal and disposal required for new walk, drive, curb,
gutter and other paving features. Contractor shall be responsible for all coordination, inspection and
testing required by_the Owner and/or the City of Grapevine.
6. Concrete paving joints shall be constructed as noted below. Expansion joints shall be placed at
changes in direction of paving, at driveways and/or as shown on the drawings. Seal all joints as shown
on the drawings.
7. Paving sections shall be sawcut in 15 -foot squares.
8. All dimensions are to face of curb or face of building. These dimensions are provided to tie the
Architect's Site Plan to the property lines.
9� Barricading and traffic control during construction shall be the responsibility of the Contractor and
shall conform to the "Texas Manual on Uniform Traffic Control Devices", Part VI in particular. Traffic
flow and access shall be maintained during all phases of the construction, The Contractor is
responsible for providing traffic safety measures for work on project.
10. The Contractor shall protect existing property monumentation and primary control. Any such
points which the Contractor believes will be destroyed shall have offset points established by the
Contractor prior to construction. Any monumentation destroyed by the Contractor shall be
reestablished at his expense.
11. It shall be the responsibility of the Contractor to: A. Prevent any damage to private property and
property owner's poles, fences, shrubs, etc. B. Provide access to all drives during construction. C.
Protect all underground utilities to remain in service. D. Notify all utility companies and verify location of
all utilities prior to start of construction.
12. Any damages that may occur to real property or existing improvements shall be restored by the
Contractor to at least the same condition that the real property or existing improvements were in prior
to the damagies� 'his. -res, ation shall be subject to the Owner's approval; moreover, this restoration
�shal[,nrott6 a bas's for additional compensation to the Contractor. Restoration shall include, but not be
limi e06jegrasshg, revegetation, replacing fences, replacing trees, etc.
13. All sidewalks shall maintain 2% cross slope maximum.
14. Slopes along sidewalks in the direction of trav--i shall not exceed 5%.
15, Slopes within designated handicap areas shall not exceed 2% in any direction.
16. See architect and structural plans for additional dimensions and details.
SITE PLAN
CITY OF GRAPEVINE
APPROVED
Al
ANY WORK IN CON'-'
ANY CODES OR
Q
EET.- 3 OF 7
i'MENT OF DEVELOPMENT
SERVICES
EXISTINGASPHALT
6
EXISTING SANITARY SEWER
------ s',
EXISTING SANITARY SEWER MANHOLE
0
EXISTING WATER
SSMH
CONCRETE WITH #3 BARS AT 24"OCEW
..........
EXISTING WATER VALVE
0
WV
EXISTING WATER METER
(9 WM
EXISTING IRRIGATION CONTROL VALVE
0
lCV
EXISTING GAS
LANDSCAPED AREA
EXISTING TELEPHONE/FIBER OPTIC
EXISTING ELECTRICAL FLAG
EXISTING TELEPHONE PEDESTAL
92-NIFITIREM9,31WIN
1, Existing utilities shown are taken from available records provided by the utility Owner and field
locations of surface appurtenances. Locations shown are generally schematic in nature and may not
accurately reflect the size and location of each particular utility. Some utility lines may not be shown.
Contractor shall assume responsibility for actual field location and protection of existing facilities
whether shown or not. Contractor shall also assume responsibility for repairs to existing facilities,
whether shown or not, damaged by Contractor's activities. Differences in horizontal or vertical location
of existing utilities shall not be a basis for additional expense.
2. Pavement removal and repair shall conform to City of Grapevine requirements. All sawcuts shall
be full depth Guts. Contractor shall make efforts to protect concrete and/or asphalt edges. Any large
spalled or broken edges shall be removed by sawcutting pavement prior to replacement.
3. Contractor shall maintain positive drainage at all time during construction. Ponding of water in
streets, drives, truck courts, trenches, etc. will not be allowed.
4. Contractor shall locate and adjust existing utility manhole lids, cleanouts, water valves and other
surface appurtenances as required for new construction. Contractor shall coordinate utility
adjustments with other disciplines and the appropriate utility agencies and provide for all fees for
permits, connections, inspections, etc.
5. Contractor's work shall include pavement removal and disposal required for new walk, drive, curb,
gutter and other paving features. Contractor shall be responsible for all coordination, inspection and
testing required by_the Owner and/or the City of Grapevine.
6. Concrete paving joints shall be constructed as noted below. Expansion joints shall be placed at
changes in direction of paving, at driveways and/or as shown on the drawings. Seal all joints as shown
on the drawings.
7. Paving sections shall be sawcut in 15 -foot squares.
8. All dimensions are to face of curb or face of building. These dimensions are provided to tie the
Architect's Site Plan to the property lines.
9� Barricading and traffic control during construction shall be the responsibility of the Contractor and
shall conform to the "Texas Manual on Uniform Traffic Control Devices", Part VI in particular. Traffic
flow and access shall be maintained during all phases of the construction, The Contractor is
responsible for providing traffic safety measures for work on project.
10. The Contractor shall protect existing property monumentation and primary control. Any such
points which the Contractor believes will be destroyed shall have offset points established by the
Contractor prior to construction. Any monumentation destroyed by the Contractor shall be
reestablished at his expense.
11. It shall be the responsibility of the Contractor to: A. Prevent any damage to private property and
property owner's poles, fences, shrubs, etc. B. Provide access to all drives during construction. C.
Protect all underground utilities to remain in service. D. Notify all utility companies and verify location of
all utilities prior to start of construction.
12. Any damages that may occur to real property or existing improvements shall be restored by the
Contractor to at least the same condition that the real property or existing improvements were in prior
to the damagies� 'his. -res, ation shall be subject to the Owner's approval; moreover, this restoration
�shal[,nrott6 a bas's for additional compensation to the Contractor. Restoration shall include, but not be
limi e06jegrasshg, revegetation, replacing fences, replacing trees, etc.
13. All sidewalks shall maintain 2% cross slope maximum.
14. Slopes along sidewalks in the direction of trav--i shall not exceed 5%.
15, Slopes within designated handicap areas shall not exceed 2% in any direction.
16. See architect and structural plans for additional dimensions and details.
SITE PLAN
CITY OF GRAPEVINE
APPROVED
Al
ANY WORK IN CON'-'
ANY CODES OR
Q
EET.- 3 OF 7
i'MENT OF DEVELOPMENT
SERVICES
P) C
0
EXISTING TELEPHONE FLAG
6" THICK, 3500 PSI PORTALND CEMENT
&On%,
L.J
CONCRETE WITH #3 BARS AT 24"OCEW
..........
EXISTING OVERHEAD ELECTRIC
SEE SHEET C6.01 FOR DETAILS
EXISTING POWER POLE
LANDSCAPED AREA
0
EF
EXISTING ELECTRICAL FLAG
CONCRETE SIDEWALK
0
GF
EXISTING GAS FLAG
W
0
EXISTING STORM DRAIN
F--
L-
cnF-
SDMH
EXISTING STORM MANHOLE
*<
%U
X
EXISTING FENCE
U.
0
X-
0
FGP
EXISTING FENCE POLE
TI—)
EXISTING TREE
W
W
P) C
0
C
Z
&On%,
L.J
..........
.J
00
Z
W,
W
0
1
8))
F--
L-
cnF-
W4"
LL
*<
%U
X
W
Z
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0
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(D
F-
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W
W
W
A4.0
o
To.
-.Sip
W
A$%
I I
nwnn�t
vx�
THESE DOCUMENTS ARE FOR INTERIM
REVIEW AND NOT INTENDED FOR
REGULATORY APPROVAL, PERMIT, BIDDING
OR CONSTRUCTION PURPOSES. THEY
WERE PREPARED BY OR UNDER THE
SUPERVISION OF:
8, DAVID U`TTUETON 62128
NAME P.E. NO.
ATE 10�17-2()DB
Project No.: 25681
Issued: 10/1712008
Checked By: DWW
Sheet Title
PAVING PLAN
C
..........
vx�
THESE DOCUMENTS ARE FOR INTERIM
REVIEW AND NOT INTENDED FOR
REGULATORY APPROVAL, PERMIT, BIDDING
OR CONSTRUCTION PURPOSES. THEY
WERE PREPARED BY OR UNDER THE
SUPERVISION OF:
8, DAVID U`TTUETON 62128
NAME P.E. NO.
ATE 10�17-2()DB
Project No.: 25681
Issued: 10/1712008
Checked By: DWW
Sheet Title
PAVING PLAN
C
W
C;
Z
vx�
THESE DOCUMENTS ARE FOR INTERIM
REVIEW AND NOT INTENDED FOR
REGULATORY APPROVAL, PERMIT, BIDDING
OR CONSTRUCTION PURPOSES. THEY
WERE PREPARED BY OR UNDER THE
SUPERVISION OF:
8, DAVID U`TTUETON 62128
NAME P.E. NO.
ATE 10�17-2()DB
Project No.: 25681
Issued: 10/1712008
Checked By: DWW
Sheet Title
PAVING PLAN
1 Ut vi
VIV
N
CN I I I
- - -- - -- - -- - -- - -- - --
N
0 -------
7-
b7
TEXA
< S� STREET
(FORMERLY KNOWNAS,-WEEMS ALLEY)
(VARIABLE WIDTH
1�1 1-1 636.1 0 5 10 15 20 30
tv- 634.20 SS
1011W 1011W -------- ____[�6�33.77 -635.
634.51 636.07 10"W 1 SCALE: 1"=101
Bmi 634.30
.1 8"RCP ��ft
r.V IRTRURT GRADING NOTES
SDMH 634.96 GF
SDI F L 6L3 j4_.�44_0 IM63L.5_11 635.0� 636.14
632.24 633.68 --I_ J.--� - Z' 636. 1. Existing utilities shown are taken from available records provided by the utility Owner and field
A.- - - - - - - - - -
- locations of surf ace appurtenanc'es. Locations shown are generally schematic in nature and may not
P C
634.78 0 accurately reflect the size and location of each particular utility. Some utility lines may not be shown.
7'� 33.73 634.17 1CV Contractor shall assume responsibility for actual field location and protection of existing facilities
68 whether shown or not. Contractor shall also assume responsibility for repairs to existing facilities,
18 BW whether shown or not, damaged by Contractor's activities. Differences in horizontal or vertical location
0) 1 632.67 633A3 EM 636. i7 TW 636. W of existing utilities shall not be a basis for additional expense.
g t
BEG N WALL LO 2. Pavement removal and repair shall conform to City of Grapevinerequirements. All sawcuts shall
P'P/ END CURB 636.67 N - ROP. be full depth cuts. Contractor shall make efforts to protect concrete and/or asphalt edges. Any large
BE B 637.16 BW PVC L
_J 637.66 TW spalled or broken edges shall be removed by sawcutting pavement prior to replacement.
T E 632.05 G 128 BW 63 .32TW 636. 13W BEOIN WALL LID
TW 3. Contractor shall maintain positive drainage at all time during construction. Poncring of water In
3 .67 TW ENI) CURB
6. �6 1 6 8. 2'rw streets, drives, truck courts, trenches, etc. will not be allowed.
.26 634.97 BW 635.68 638.07 4. Contractor shall locate and adjust existing utility manhole lids, cleanouts, water valves and other
1:636.62 TW 1771
MM'- surface appurtenances as required for new construction. Contractor shall coordinate utility
adjustments with other disciplines and the appropriate utility agencies and provide for all -fees for
6:3 4.85 BW 38.37 permits, connections, inspections, etc.
�32.51 1636.62 TW I /_[�E ��_
mnifflummm
37.80 0 -54
0
BW 5. Contractor's work shall include pavement removal and disposal required for new walk, drive,
634.20
13 NIP 638.67 TW curb, gutter and other paving features. Contractor shall be responsible for all coordination, inspection
636.62 BW 638.39 638,13 BEGIN WAL and testing required by the Owner and/or the City of Grapevine,
632.34 638.00 TW
638.00 BW 6. All dimensions are to face of curb or face of building. These dimensions are provided to tie the
6 38. 00 TW Architect's Site Plan to the property lines.
BEGIN WALL
633.30 635.12 7. Barricading and traffic control: during construction shall be the responsibility of the Contractor and
I r 4 1 - I shall conform to the "Texas Manual on Uniform Traffic Control Devices", Part VI in particular. Traffic
632.88 END WALk
a- flow and access shall be maintained during all phases of the construction. The Contractor is
C-) 63517 BW responsible for providing traffic safety measures for Work an project.
�3: 1 14 638.00 TW
8. The Contractor shall protect existing property monumentation and primary control. Any such
d,
.22 BW points which the Contirrictor believes will be destroyed shall have offset points established by the
638.010 TW Contractor prior to construction. Any monumentation destroyed by the Contractor shall be
5% reestablished at his expenSP.
4% 634.39 635. 1 1 kiL r-AITTING 9. It shall be the respongibility ofthe Contractor to: A. Prevent any damage to private property and
FLUME property owner's poles, fences, shrubs, etc. B. Provide access to all drives during construction. C.
LLJ UJ Protect all-uriderground utilities to remain in service. D. Notify all utility companies and verify location of
U all utilities prior to start of construction.
<
co <
W 10, Any damages that may occur to real property or existing improvements shall be restored by the
Ce
cr_ M Contractor to at lease the same condition that the real property or existing improvements were in prior
< W FFE 6,38,481 to the damages. This restoration shall be subject to the Owner's approval; moreover, this restoration
> 0 shall not be a basis for additional compensation to the Contractor. Restoration shall include, but not be
33.55 < limited to, regrassing, revegetation, replacing fences, replacing trees, etc.
r N
11. The existing spot elevations and pl,animetric data shown are taken from survey prepared by Halff
Bw!
BW _15,2008.
:634.44
6366 �7 dated Jul),
'636.42 TW 1638.00 TW:
'All sidewalks shag maintain 2% c
BEC31N WALL 12. ross slope maximurn,
8.15 BW
63931 TW
< 13. Slopes along sidewalks in the direction oftravel shall not exceed 5%.
CO 5 14. Slopes within designated handicap areas shall notexceed 2% in any direction.
CM0 \s
63315 15. Sea architect and structural plans for additional dimensions anddetalls.
34.00
% PROPOSED
.5 FRENCH
CL
75 DRAIN
ILL
NWI RIDGE
I I I I i I I I '� 11 1 \ 11 /011' 1� I I
33. 636.64 BW 638.12 BW
633-59 G 634. 0
634,09TC 1638.37 TW 1640.09 TW
633.87 638.48
638.37 1�� PROPOSED
63437 .56 .66
I I RETAINING
WALL
38.85
C
62.4 3-1 END WAL
I ... ... .. ..
34.�3 U
r�631 .50 637. 8 r -F638.0,'
638. �B TC 1638.2
63E,28 T I SS H
ENP W -
- - -------------
W HHHHHH"llij
63
46-34J6 G I
63�35 7A- _rcJ 635,40 G 636.38TC: 2% 638
1635.90TC ry
_X -X-XXl X
FGP FGP bi
T =638.00
633.97 G
634.47 TC PROPOSED
TRENCH
DRAIN
a_
C:� >
<
DD
CID
In BENCHMARKS:
0
BM1: FOUND X,r CUT ON WESTERN CORNER BM3: FOUND 1 /2 -INCH IRON ROD WICAP 6
OF CONC. CURB INLET LOCATED ON SOUTH LOCATED AT THE SOUTHEAST PROPERTY
SIDE OF TEXAS STREET. CORNER.
U_ PF N=7028551.80 N=7028421.56
E=2404521,35 E=2404664.26
ELEV. =6;32,83 ELEV. = 639.15
SM2: FOUND 51�8-INCH IRON ROD W/CAP
MARKED: WWWARD2014'LOCATED AT
THE NORTHWEST PROPERTY CORNER.
- -- - -- N=702854,6.06
E=2'404507.04
V I �ELEV. -633.43
6i
00
0
0
C',
SITE PLAN
CITY OF:GRAPEVINE
APPROVED
APPROVAL DOES NOT AUTHORV`
ANY WORK IN CONFLICT"
ANY CODES OR ORP"
SHEET. 4 OF 7
-.=PARTMENT OF DEVELOPMENT
SERVICES
LEGEND:
Drawn By:
DML
PROPOSED CONTOUR
Z
PROPOSED SPOT ELEV.
-
BW
0
PROPOSED BOTTOM OF WALL ELEV.
=J
=636,66
638.4,() TW
638.40 TW
I.J
PROPOSED TOP OF WALL ELEV,
0 t- C11
638.20 TC
D
PROPOSED TOP OF CURB ELEV.
Z
637.50 G
PROPOSED TOP OF PAVEMENT ELEV
EX 635.54
EXISTING SPOT ELEV,
EX 635.54 TC
EXISTING TOP OF CURB ELEV.
EX 635.54 G
EXISTING GUTTER ELEV.
---636---
EXISTING CONTOUR
FFE = 6,38.481
PROPOSED FINISHED FLOOR ELEV.
,4
CA
EXISTING GAS LINE
0
X
EXISTING WATER LINE
L"', ss
EXISTING SANITARY SEWER
(D
F-
EXISTING TELEPHONE
LICE
EXISTING UNDERGROUND ELECTRIC
1 S"RCP
a -
W
EXISTING STORM DRAIN
(D
Drawn By:
DML
Checked By:
Z
LL
AS NOTED
0
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0
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W
Z
0
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a -
W
000
W
CL
U 011 8
Y N �`w
THESE DOCUMENTS ARE FOR INTERIM
REVIEW AND NOT INTENDED FOR
REGULATORY APPROVAL, PERMIT, BIDDING
OR CONSTRUMON PURPOSES. THEY
WERE PREPARED BY OR UNDER THE
SUPERVISION OF:
B. DAVID UTTLETON $2128
NAME P.E. NO.
DATE 1D-17-2008
Project No.: 25681
Drawn By:
DML
Checked By:
DWW
LL
AS NOTED
=J
0 LD
0 t- C11
SO
Z
LIE
MEN
I V 1:
ONE
U 011 8
Y N �`w
THESE DOCUMENTS ARE FOR INTERIM
REVIEW AND NOT INTENDED FOR
REGULATORY APPROVAL, PERMIT, BIDDING
OR CONSTRUMON PURPOSES. THEY
WERE PREPARED BY OR UNDER THE
SUPERVISION OF:
B. DAVID UTTLETON $2128
NAME P.E. NO.
DATE 1D-17-2008
Project No.: 25681
Drawn By:
DML
Checked By:
DWW
Scale:
AS NOTED
C3.01
Sheet Number
9
N
- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- -
0
v 7x
wv
rim
TEAAS� STREE I FL 636.15
END 4" PVC STORM
(FORMERLY KNOWN '_1 AS_ -WE DRAIN PIPE STUB OUT
EMS ALLEY) AT CURB
(VARIABLE WIDTH 6R.0, I W 1 0 5 10 15 20 30
0 SS�H
wv 0 1
wv SCALE: I "=10'
18"RCP _f
_T
[��r U
SDMH
S -M z
D I F wM TW 638.67
2 N_
MEMO gon J�j
p C� EXIST.
0
- - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - -- BLDG. 637.80
FFE=638.48
4:1
EXIST. CONIC.
F FLUME
METAL EDGING - PROPOSED RETAINING
I WALL
PROPOSED FRENCH DRAIN
.04- FL 636.82 W/44N PERFORATED PVC WELL GRADED
T ED STA. 0+28.03 LINE ST -1 BEGIN 4" PVC STORM STORM PIPE CRUSHED ROCK
CONSTRUCT IA- DRNN PIPE. FL=636.82 (11/2' MAX. -ID% RET.
WCONC. CURB INLE END FRENCH DRAIN NON -WOVEN 1/4" MIN. - 90% RET.)
TC=632.55
WITH 4" PERFORATED FILTER FABRIC
FL=628.55 0 H1 I I I ULU PVC STORM DRAIN.
SECTION A -A
STA. 0+11.4�(
A
NTS
)y INE ST 71 64 -L-4 0
INSTALL:
1- 18" 450 BdND
;DMH
FL=628.2r
x,�
STA. 0+00 LIN ST -1 639.18
ONNECT TOU. 10'
C INLE . I 639�61
a_ .00 ATCH EXIST.) 639.66
�(PER ;CH STREET
PAVING ANZ19AINAGE EXIST
BLDG' 638.15
CL IMPROVIVIENTIRECORD
DRAWINGS D�TED 3/10106
Y HDR ENGI IFERING INC.) PPP=A'4A AA\
i 1 1111 ---
Cp
STIA 10 +03 31ST -3
GONNECTTO 4�
CD PVC STORM DRAIN
5FRO�M BUILDING
FL=636.59
(SEE MEP PLAN
nR Ca'�t±fl2n)
0.0 LINE ST
4" C STOR
DRAIN PI T__ STA. 10+03.31 ST -2 STA, 0+03.35 SS -1
AT CU CONNECT TO 4` CONNECTTO SANITARY
FL .23 Pvc srORM DRAIN SEWER STUB OUT
6'FROM BUILDING
5'FROM BUILDING
FL=636.27 FL=633.82
STA. 0+00.0 LINE T-3
END 4" PVC STOR (SEE MEP PLAN (SEE MEP PLAN
DRAIN PIPE STUB T FOR CONTINUATION) FOR CONTINUATION) A[ TI-tc
AT CURB FL 637.30
Hill
NOR
FL-;� 636.21
ST�. 0+00.0 LINES -4
END 4" PVC STOR
MAIN PIPE STUB 0 T
.0+62.1 ST -4
@
�T CURB v NNECT TO 4"
L 636.19 PVC STORM DRAIN
638 5'FROM BUILDING
2'CURB CUT - - - - - - FL=636.81
(SEE MEP PLAN:
mom
x _x
N)
0 FGP FGP
TF STA. 0+00 SS -f
TF CONNECT TO EX. SSMH!
FL=633.80
(CONTRACTOR TbFIELDI
VERIFY FL PRIOR TG"
INSTALLATION. NOTI% -
:ENGINEER OF ANY FIL 6313100
EGIN FRENCH DRAIN
CONFLICT.)
rED
P�TH 4" PERFORATED
INS�STORM DRAIN.
,ALL 4" PLUG
f% 0 11111`1112 10 1 A
Lirtmill,mmur.
LEGEND
DRAINAGE AREARUNOFF COMPUTATIONS
BM1: FOUND 'X'CUT ON WESTERN CORNER
OF C�ONC. CURB INLET LOCATED ON SOUTH
BM3: FOUND I /2 -INCH IRON ROD W/CAP
LOCATED AT THE SOUTHEAST PROPERTY
SIDE OF TEXAS STREET.
CORNER.
N=7028551.80
N=7028421.56
E=2404521.35
E=2404664.26
ELEV. =632.83
ELEV. 639.15
BM2: FOUND 5/8 -INCH IRON ROD W/CAP
EXISTING POWER POLE
MARKED 'WWWARD2014'LOCATED AT
EXISTING SANITARY SEWER
THE NORTHWEST PROPERTY CORNER.
EXISTING ELECTRICAL FLAG
N=7028646.06
EXISTING SANITARY SEWER. MANHOLE
E=2404507.04
:EXISTING GAS FLAG
ELEV. =633.43
i 01 " "v-�
BM1: FOUND 'X'CUT ON WESTERN CORNER
OF C�ONC. CURB INLET LOCATED ON SOUTH
BM3: FOUND I /2 -INCH IRON ROD W/CAP
LOCATED AT THE SOUTHEAST PROPERTY
SIDE OF TEXAS STREET.
CORNER.
N=7028551.80
N=7028421.56
E=2404521.35
E=2404664.26
ELEV. =632.83
ELEV. 639.15
BM2: FOUND 5/8 -INCH IRON ROD W/CAP
EXISTING POWER POLE
MARKED 'WWWARD2014'LOCATED AT
EXISTING SANITARY SEWER
THE NORTHWEST PROPERTY CORNER.
EXISTING ELECTRICAL FLAG
N=7028646.06
EXISTING SANITARY SEWER. MANHOLE
E=2404507.04
:EXISTING GAS FLAG
ELEV. =633.43
i 01 " "v-�
EXISTING WATER
DRAINAGE ARE
DESIGNATION Al
0.56 4.08
AREA IN 100 YEAR RUNOFF
ACRES
RATIONAL METHOD
Q100= K C I A
C Runoff coefficient 0.9
K 1.00 K = 1.25
i 10 = Rainfall inten-,ity 6.30 in/hr
1 100 = Rainfall intensity 8.73 in 1hr
A = Area inacres
DRAINAGE DIVIDE
EXIST.
BLDG.
FFE=638.48'�'N'
OETAL EDGING
W/4 -IM PERFORATED PVC
STORM PIPE
NON -WOVEN
FILTER FABRIC
639,70 \
640.09 ---\ ,--640.15
638.12, EXIST. CONIC.
4-1 FLUME
PROPOSED RETAINING
WALL
WELL GRADED
CRUSHED ROCK
(11/2" MAX. -10% RET.
FL=637.30 1/4" MIN. - 90% RET.)
SECTION C -C
NTS
METAL EDGING
PROPOSED 1CONCR.
WALKWAY
SITE PLAN
CITY OF GRAPEVINE
APPROVED
APPROVAL DOES NOT AUTHORIZE
ANYWORK IN CONFLICT WITH
ANY CODES OR ORDINANCES.
PLANNER
DATE
SHEET. 5 OF 7
DEPARTMENT OF DEVELOPMENT
SERVICES
3 ORM PIPE
WELL GRADED
CRUSHED ROCK
(1112" MAX. -10% RET.
1/4" MIN. - 90% RET.)
FL=637.41
NON -WOVEN
FILTER FABRIC
NTS
METAL EDGING PROPOSED TRENCH DRAIN
W14 -IN PERFORATED PVC
STORM PIPE
WELL GRADED
NON -WOVEN CRUSHED ROCK
FILTER FABRIC (11/2" MAX. -10% RET.
FL=638.00 1/4" MIN. - 90% RET.)
SECTION E -E
NTS
NOTE:
SEE SHEET C.001 FOR STORM GENERAL NOTES
t1k
LL
PROPERTY LINE
0
TF
EXISTING TELEPHONE FLAG
T�
EXISTING ASPHALT
OE
EXISTING OVERHEAD ELECTRIC
EXISTING CONTOUR
pp
EXISTING POWER POLE
EXISTING SANITARY SEWER
0
EF
EXISTING ELECTRICAL FLAG
EXISTING SANITARY SEWER. MANHOLE
0
GF
:EXISTING GAS FLAG
,SSMH
i 01 " "v-�
EXISTING WATER
EXISTING STORM �DR AIN
,a
wv
EXISTING WATER VALVE
0
SDMH
EXISTING STORM MANHOLE
wM
EXISTING WATER METER
-X-
EXISTING FENCE
1?v
EXISTING IRRIGATION CONTROL VALVE
0
FGP
EXISTING FENCE POLE
CA S - -- --------
EXISTING GAS
EXISTING TREE
EXISTING TELEPHONE/FIBER OPTIC
PROPOSED GRADE
TPED
EXISTING TELEPHONE PEDESTAL
PROPOSED STORM
EXIST.
BLDG.
FFE=638.48'�'N'
OETAL EDGING
W/4 -IM PERFORATED PVC
STORM PIPE
NON -WOVEN
FILTER FABRIC
639,70 \
640.09 ---\ ,--640.15
638.12, EXIST. CONIC.
4-1 FLUME
PROPOSED RETAINING
WALL
WELL GRADED
CRUSHED ROCK
(11/2" MAX. -10% RET.
FL=637.30 1/4" MIN. - 90% RET.)
SECTION C -C
NTS
METAL EDGING
PROPOSED 1CONCR.
WALKWAY
SITE PLAN
CITY OF GRAPEVINE
APPROVED
APPROVAL DOES NOT AUTHORIZE
ANYWORK IN CONFLICT WITH
ANY CODES OR ORDINANCES.
PLANNER
DATE
SHEET. 5 OF 7
DEPARTMENT OF DEVELOPMENT
SERVICES
3 ORM PIPE
WELL GRADED
CRUSHED ROCK
(1112" MAX. -10% RET.
1/4" MIN. - 90% RET.)
FL=637.41
NON -WOVEN
FILTER FABRIC
NTS
METAL EDGING PROPOSED TRENCH DRAIN
W14 -IN PERFORATED PVC
STORM PIPE
WELL GRADED
NON -WOVEN CRUSHED ROCK
FILTER FABRIC (11/2" MAX. -10% RET.
FL=638.00 1/4" MIN. - 90% RET.)
SECTION E -E
NTS
NOTE:
SEE SHEET C.001 FOR STORM GENERAL NOTES
t1k
LL
UM
0
w
0
0
Z
00-jx
C14
ONE
mom
Preliminary and Final
Seals
Lo
Jag
0 C,
®r
CIL
PRELIMINARY
FOR INTERIM REVIEW ONLY
THESE DOCUMENTS ARE FOR INTERIM
REVIEW AND NOT INTENDED FOR
REGULATORY APPROVAL, PERMIT, BIDDING
OR CONSTAUC'nON PURPOSES.THEY
WERE PREPARED BY OR UNDER THE
SUPERVISION OF-.
B. DAVID LITTLETON 62128
NAME P.E. NO.
RAM 10-17-2008
Issued: 10/17/2008
j Project No.: 26681
Drawn
Scale: AS NOTED
Sheet Title
SANITARY SEWER &
S,TORM DRAINAGE PLAN
C A
.01
14
Sheet Number