HomeMy WebLinkAboutSP2007-08PART 1. APPL14A
g�T IN F�OR �TION
ticomp�
Name of applican act
�'IIY7 AAA(CWST&Z p fjyrW�
Street address of applicant / agent:
/ ct.'.
r Z�� �60&rIOJEGT 140Y.
P '��
_6 �ISZte'�l f applicant / agent:
41ZAf>5VfA1C-t rEXAS 74061
1 eleprione number Ot applicant/ agent,
\P' I-' 4,aO ( - 1 7_( "7
Email address of applicantlagent
CITY OF GRAPEVINE
SITE PLAN APPLICATION
t4L, k.z_ C . C16 rl-C rZeavry. Ixe.
Fax number ofappliat / �aget:
(80) 47-4 - 30.84 -
Mobile phone number of applicantlagent
Applicant's interest in subject property.
C1 CV A,11_- &_
PART 2. PROPERTY INFORMATION
street address ot'subjec7pr-77-7
uds musIbe de'snbed on �8112-x 1 �1—she�ct)
Legal description Or subject property (metes b�o
40 -'r /&, B"Cje. I A I LL'rO r* /; oolrldlv
Size of subject �r_operty
o - 67
Present zoning classification: Acres
/_ Z* .
Give a general description of the proposed —,.,e or uses for the Proposed —development-
- A'�e&; 61H4 44F _qMAZV ^ A-- A—ZI-AV A. . �A — —11
PART 3. PROPERTY owmr:p lKlEnDRA ATION
Name Of current Property owner:
or -1— /IYLJ"D IL AIX C/o
�� �Uff D
Street auuress or Property Owner:
—P U00v or property owner:
MC04-:5 76061
Telephone number of pro I perty owner.. LFax number ofproperty owner:
('s ri) 49 ( — / z I —I 8��;f;
El Attach a final plat, or replat, Oan) 424-38,9+
of the approved subdivision by city council shomng property boundary lines, dimensions, easements,
roadways, rail lines, and public rights -of way crossing and adjacent to the tract ( I blueline copy)
L) Submit a site plan showing all information required by Section 4 7. E, Site Plan review requirements (see attached requirements),
C) 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 on ea roved by city council through the oublic hearinry nrnrp��
2
A Y'
/-N ") --) -
FU I
PART 4. SIGNATURE TO AUTHORIZE FILING OF A FINAL SITE PLAN
— ----- — — — — ----
Print Applicant's Name: Applicant's Signature.
The State Of
County Of
Before Me
(notary) on this day personally appeared
(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) Given under my hand and seal of office this _ N �-L_-- day of 7!� A. D.Z-jCK)�)_
REPFUA L. FITZEK
Nnh.-yf',,�f,r, stateot Texas
i-P1jV0U.6r1214L,4LC
_0 --Y:->�9woswemn - — -----
Print Property Owners Name:
Th e S ta te 0 f —IN
Lotary I�A d �F.r Slatdf Texa� ------
- --------- — -
rop--, "O—mnere'ss Si�gnatu5e '&�
County Of --�C)
Before Me - ----- on this day personally appeared7 I
(notary) (property 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 my hand and seal of office this day of
17orlta
-�t �nd
N
REBECCA L. FITZEK
s NctarY Pubtic, State of Texas
PLATTING VERIFICATION
This verification statement must be signed prior
To the submittal of this application
SPD-�-GR
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
Legal description of subject property __4,or og�AA!0��k I T
- - ------------------
Public Works Department Date
This form must be signed by the public works department and submitted along with a
completed application to the planning and zoning department
5
OWNER!S CERTIFICATE
STATE OF TEXAS
COUNTY OF TARRANT
spb,�-bE
WHEREAS The East Texas District of the Pentecostal Church of God of America is the sole owner of a 0.51 acre tract of
land situated in the WM. Dooley Survey, Abstract No. 422, in the City of Grapevine, Tarrant County, Texas, and being all
of Lot 2, and a portion of Lot 1, Block 1, Hilltop Addition, an Addition to the City of Grapevine, Tarrant County, Texas,
according to the plat thereof recorded in Volume 388-F, Page 37, Map Records of Tarrant County, Texas, and being that
same tract of land conveyed to The East Texas District of the Pentecostal Church of God of America, by deed recorded in
Volume 3228, Page 88, of the Deed Records of Tarrant County, Texas, and being more particularly described by metes and
bounds as follows:
BEGINNING at a 1/2 inch iron pipe found for comer, said point being the southwest corner of said Lot 2, same being the
southwest corner of said The East Texas District of the Pentecostal Church of God of America tract, and being in the north
line of Lot 3, of said Hilltop Addition, same being the southeast comer of a tract of land conveyed to Richard C. Argraves,
et ux, by deed recorded in Volume 5955, Page 320, of the Deed Records of Tarrant County, Texas;
THENCE North 0000 I'l 2" West, along the common line of said Lot 1, and Lot 2, and said Argraves tract, a distance of
145.13 feet to a 1/2 inch iron rod found for corner, said point being the southwest comer of a tract of land conveyed to the
City of Grapevine, by deed recorded in Volume 9471, Page 733, of the Deed Records of Tarrant County, Texas, said point
also being in the new south right-of-way line of East Dallas Road, (a 90.00 foot right-of-way);
THENCE North 86030'00" East, along the south line of said City of Grapevine tract, same being the new south right-of-way
line of said East Dallas Road, and through the interior of said The East Texas District of the Pentecostal Church of God of
America tract, a distance of 128.50 feet to a 1/2 inch iron rod set for comer, said point being at the southwest intersection of
East Dallas Road, and Jean Street (a 50.00 foot right-of-way), and being in a curve to the right having a radius of 18.00 feet,
and a delta angle of 86'08'3 1 ";
THENCE along the southwest right-of-way line of said East Dallas Road, and Jean Street, and along the southerly line of
said City of Grapevine tract, an arc distance of 27.06 feet, and a chord bearing and distance of South 50'25'45" East, 24.59
feet to a 1/2 inch iron rod set for comer, said point being in the west right-of-way line of said Jean Street, and being in the
east line of said Lot 1;
THENCE South 000 10'40" West, along the east line of said Lot 1, and Lot 2, and the west right-of-way line of said Jean
Street, a distance of 138.25 feet to a 1/2 inch iron rod set for corner, said point being the southeast comer of said Lot 2,
same being the northeast corner of said Lot 3, and being the southeast corner of said The East Texas District of the
Pentecostal Church of God of America tract;
THENCE North 89038'00" West, along the common line of said Lot 2, and said Lot 3, and the south line of said The East
Texas District of the Pentecostal Church of God of America tract, a distance of 146.73 feet to the POINT OF BEGINNING
and containing 21,985 square feet or 0.51 acre of computed land.
NOW, THEREFORE KNOW ALL MEN BY THESE PRESENTS, THAT
THE EAST TEXAS DISTRICT OF THE PENTECOSTAL CHURCH OF GOD OF AMERICA, does hereby adopt this
replat of LOT IF, BLOCK 1, HILLTOP ADDITION, an addition to the City of Grapevine, Tarrant County, Texas, and
hereby dedicate to the public use forever that right-of-way and easements shown hereon. The easements shown hereon are
hereby reserved for the purposes as indicated. The utility easements shall be open for all City or franchised public utilities
for each particular use. The maintenance of paving on the easements are the responsibility of the property owner. No
buildings or auxiliary structures shall be constructed, reconstructed, or placed upon, over, or across the easements as shown.
Said easements being hereby reserved for the mutual use and accommodation of all public utilities using, or desiring to use
same. Any City or franchised utility shall have the full right to remove and keep removed all or parts of any fences, trees,
shrubs, or other construction, maintenance, or efficiency of its respective system on the easements and all City or franchised
utilities shall at all times have the full right of ingress and egress to and from and upon said easements for the purpose of
constructing, reconstruction, inspecting, patrolling, maintaining, and adding to or removing all or parts of its respective
system without the necessity at anytime of procuring the permission of anyone.
This plat approved subject to all platting ordinances, rules, regulations, and resolutions of the City of Grapevine, T40s.
I have reviewed the City's findings concerning dedications and I do agree that the statements are true an' correc .
Witness my hand this _ day of _, 2007.
n
SP07-08
AUGUST 8, 2007
906 JEAN 906 JEAN STREET
STREET LOT I R, BLOCK 1, HILLTOP ADDITION
906 JEAN STREET
1 Please revise the following information within the title block of the
revised site plan:
Case Number — SP07-08
2. If a monument or ground sign is desired, please add the sign
elevation to the site plan as well as the location of the sign on the
site plan and landscape plan.
3. Please add an irrigation plan to the set of submittals.
4. Please designate the refuse storage area. All users are required
.to show the location and screening of a dumpster whether it is
used or not.
5
Please number each sheet in consecutive order in the signature
block you have provided. Please remove the mayor/secretary
signature block from the landscape plan.
6. The canopies may not project into the required building setback.
Please revise accordingly to eliminate the encroachment.
7. Please include an internal traffic circulation plan.
8. The drive approach adjacent to Jean Street will require a 20 -foot
radius as well as a handicap ramp on both sides of the new drive
approach.
9. Please provide a 1 5 -feet landscape strip between the property line
and the off-street parking/vehicle use area adjacent to Jean Street.
Off-street parking or vehicular use areas which abut a public right-
of-way, are required to maintain a perimeter landscape area of at
least 1 5 -feet in width between the abutting right-of-way and off-
street parking or vehicle use areas.
10. Please provide a ten -foot perimeter landscape strip adjacent to the
south and west property lines. Off-street parking or vehicular use
areas which abut an adjacent property line are required to maintain
a perimeter landscape area of at least ten -feet in width adjacent to
a property line.
11. To protect landscaping from vehicle overhang/encroachment,
please provide wheel stops if no curb is provided.
12. Please add the following note on the landscape plan: All trees shall
be a minimum of three inch caliper in diameter measured six inches
above the grade at the time of planting. All shrubs shall be a
minimum two feet in height at the time of planting.
13. Lighting levels may not exceed 3.0 footcandles at the property lines.
14. The landscape plan calculations for the total site/landscaping
area/paving area are incorrect. Please revise landscaping
calculations to show the categories of "provided" and "required",
depicting the amount of landscaping required vs. provided. In
addition to the landscaping categories, i.e. interior, perimeter, non-
vehicular, provided, please provide the percentage of landscaping
contained within the required front yard and the remainder of the
site.
15. Please remove the drive approach along East Dallas Road from the
landscape plan.
16. Within the site plan tabulations please provide the square footage of
the parking/paving area outside of the building foot print.
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")
If you have any questions please contact Albert L. Triplett, Jr. at (817) 410-3155.
HP OfficeJet K Series K80
Personal Printer/Fax/Copier/Scanner
Last Transactio
Date Time T�= Identificatio
Aug 8 5:25pm Fax Sent 98173297177
Log for
DEVELOPMENT SERVICES
8174103018
Aug 08 2007 5:26pm
Duration Pzggs Rotflt
0:38 2 OK
�T E vXX KA ' S
AliId
'71
January 9, 2008
Tim Lancaster
TLC Realty Inc
100 1 W Northwest Hwy
Grapevine, TX 76051
Re: Case No. SP07-08
Dear Mr. Lancaster,
This letter is to verify that your Site Plan Review application SP07-08, located at 906 Jean Street
and platted as Lot 1 R, Block 1, Hilltop Addition was approved January 8, 2008.
Please find enclosed an approved site plan set for your records. I have forwarded two approved
sets to the Building Inspection Division.
No site plan approval shall be valid for a period longer than one (1) year from the date such
approval is issued, unless a building permit is issued and construction is actually begun within
that period, and is thereafter diligently pursued to completion or an occupancy permit is obtained
and a use commenced within that period. Approval of an application does not authorize any
work in conflict with any Codes or Ordinances of the City of Grapevine
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.
If you have any questions relative to your building permit, please contact the Plans Examiner, at
(817)410-3165. If you have any further questions regarding your site plan approval, please feel
free to contact me at (817) 410-3155.
Sincerely,
X� 'Y1
Susan Batte
Planning Technician
DEVELOPMENT SERVICES DEPARTMENT
The City of Grapevine * P 0 Box 95104 Grapevine, Texas 76099 9 (817) 410-3154
Fax (817) 410-3018 www.ci.grapevine.tx.us
----------------------------
GRAPHIC SCALE
0 20 40 60 80
0 1 SITE PLAN (4)
SCALE� 1" - 2o' -D" NORTH
PROJECT DATA SUM MARY
. ............ . ...
(3 F -R -A L RAJ_A_�
APPI_ I C� Nl: LP INDU.STRIM i A C'
(V,0 ILG RFJLJY, WC.
YR Tim. IIINCASTER
,oc , o;. NoRTII"vt:m' jq�y
GRAPEONIF ' TFXAl, 760�),
( �! " ?) 46 1 - 1217
(6� 7) 424 .38211 FAX
PIRCIPFRI-Y OWNER� LP INDUSTRIAL L.L.C.
C/0 TLC REN.Ty, m.
MR. TIM LANOASTER
100 1 w . NORTHWEST HWY,
GRAFEVI N E, TEXAS �6C)5i
(517) 481-1 217
(817� 424-M84 FAX
ARCHITECT� SUN COAST ARVI-11TECTS, INC.
ln5 F, SOLITHLAKE ELVD., SUITE #100
SOUTHLANE, TEXAS 76OR2
(817) 424-4277
(617) 329-7177 FAX
SITE DATA:
PROPOSED USE: OFFlCE/WAREHOUSE
EXISTING 20NING: LI: LICHT INDUSTRIAL
PROPOSED ZONING: LL LIGHT INDUSTRIAL
(NO CHANGE REQUESTED)
TRACT GROSS & NET ACREAGE: O�51 ACHES (21,995 SQ. F7.)
LOCATION: CITY OF GRAPCVtNE, TEXAS
TABULATIONS:
THE FOLLOWING SITE DATA TABULATIONS ARE BASED ON 100% SITE
DEVELOPEMENT.
LOT t!�, BLOCK I I HILLTGP ADDITION 19045 JFAN STREET
LOT SIZE '
MINIMUM REQUIRED: 20,000 SQ. FT.
T -OT SIZE PROVIDED: 21.9�15 SQ� rT.
-NEW ONE STORY / CONCRETE 71LTWALL CONSTRUCTION
:PROPOSED USE: LtGHT INDUSTRIAL OFFICE WAREHOUSE
DUILDINC SQUARE FOOTAGV: 5,960 S.F.
.PARKING/PAANG SQUARE FOOTAGE: 6,227 S.F.
. CONCRETE SIDEWALK ADJACENT TO BLDG.: 1,131 S.F.
-OFF SIRLET PARKING (1/10GO S,F)
TOTAL REQUIRED: 6 SPACES
TOTAL PROI 13 SPACES
-LOADING ZONE: NONE REQUIRED
OPEN SPACE
TOTk REQUIRED: MINIMUM 13% OF TOTAL TRACT AREA
TOI PROVIDEM 39%
BUILDING COVERAGET
TOTAt_ REQUIRED: MAXIMUM 50% OF TOTAL TRAC1 AREA
TOTAL PROVfDErh 27%
-IMPERVIOUS SURFACE:
10I REQUIRED: MAXIMUM 85% Or TOTAL TRACT AREA
TOTAL PROVIDED: 61%
.MAS DNRY REQUIRED:
MINIMUM RLOVIRED2 70%
TOTAL PROVIDFIk 85%
GEN ' ERAI-Notus:
1. ALL REOluixtMENTs OF SFCTION 53. CITY OF' GRApEviNE,
LANDSCAPE RRGULATIONS SHALL BE MET.
2. ALL REQUIREMENTS OF SLCTIGN 56. CITY 0; CRAPEINE.
OFF-STALET PARKING REQUIREMENTS SHALL Ilt MFT.
.3. ALL PARKING FOR DISABLED PERSONS SHALL FIE
VESIGNED ACCORDING TO CWTER 23, SEC71ON 23.6
THRU 24.69 OF THE GRAFEMNE CODE OF CRIANANCLS,
THIS DESIGNATION IS THE BLUE "ANDICAPP", '3'0"
"EQUlREMENTS,
4. AU- ON -SHE ELECTRICAL COKOuCTVRS ASSOCIATED Wrtm
NEW CONSTUCTION SHAU BE LOCATED UNI
S. ALL THE RQUIREMENTS OF THE GRAPEANE SOIL EROSION
MNTROL ORDINANCE SHALL 8E MET DURING THE PERIOD
OF CONSTUCTiON.
a. PER CITY ORDINANCE - LIGHTING tEVELS SHALL NOT
%_ EXCEED 3.0 F007rkNOLES AT THE PROPERTY LINES,
DESCRIPTION UFPROPOSED DEVELDPEMENLUSE
IT IS THE INTEW OF T" IS PLAN TO ILLUSTRI T�iF PROPOSED
CONSTRUCTION OF AN OFFICE/WAREHOUSE BUILDING WrM THE
EXISTING LI - LIGHT INDUSI-RIAL ZONING AND AS ILLUSTRATED
ON THIS PkOJECT DESIGN DOCUMENTS.
F -
I'M&
its
En
DEC 2 12007
a.
PLHNNIN
SITE PLAN
CASE NUMBER: SP07-Q
LOCATIOW 906 JFAN STQLLr
LOT 1R BLOCK 1. HILLMP ADDITIO
SITE PLAN
CITY OF GRAPEVINE
APPROVED
SHEEr.. oF I
APPROVAL DOES NOT AUTHORIZE AW WORK
fN CONFLICT WITH ANY CODES OR
ORDTNANCES. I
DEPARTMENT OF DEVELOPMENT SERVICES
APPROVED
P LANN
lcb I LANN
DATE:
21 DEC., 2007
R. E.
IrmARCHITECTS, INC.
1725 K SOI BLVD.
SUITE 1111)
SOUURAKE� TEXAS
(817) 424-4277 1
0.1.:
u—, By: SCA
P,oI,cl N- 2723�qj
sh�el
spi.1
05 NORTH ELEVATION
SCAUE: T/8 -
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04 WEST ELEVATION
T.O.P� .11�1
03 EAST ELEVATION
mm
"Am
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26--m-
ILI
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PROPOSED ONE STORY 80G,
OFFICE WAREHOUSE
5.960 S,F.
PARKING REQ'D. - 6
PARKING PROVIDED 13
STOREFRONT O/H DOOR
LO
OIH DOOR STOREFRONT
16-C
"-Y ?-6
151 11-V
so' -O'
1 5'-0'
5'-V
ly-o'
5 -a
17'-6'
20'-0-
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Srm PLAr
CASE NIJMEIER� 5PO -O(S
02 BLDG. SHELL PLAN LOCATION: 2Q0_JELN_STREET
SCALE: 1/8" = 1'-0'
'L�'TOMI FINISH COATING AtCENT W/ ELASTOMERIC FINISH COATII ACOENT
4S S I EL . EC . TED . 0 . Y OWNER� COLOR AS SELEOTED BY OMER z Top.
a
T11W 1�2 "RE -F] t'W
- D UNIT
0 1 SOUTH ELEVATION
m
=MINIM III 11=1
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MEL'Emomal ME
PRE -FINISHED AWHII
STOREFRONT SYSTEM
COLOR AS
BY OWNER 7TYP57
III F_
SCALE 1/8, = l' -c
SITE PLAN
CITY OF GRAPEvrNE
APPRO"D
SHEET: �Z OF
APPROVAL DOES NOT AIJTHORIZ� ANY WORK
IN CONFLICT WITH ANY CODES OR
ORDINANCES.
DEPARTMENT OF DEVELOPMENT SERVICES
-a -7— .7il.'al
APPROVED BY V%%4C4QffjjI
1. PLANNER'
DI
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21 DEC- 2007
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ARCHITECTS, INC.
1725 R SOMLAKE HLVD
SUITE MID
SOUTHIAM� TEW
(817) 424-4277
P'.1- 0723-04
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bARKINg PROVIDED .13 -
17.
RICHARD C. RGRAVM:,
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VOL. 5955 P C� 720,
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FIT
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N89,3
LOI 3, OLOCK I
HILLIOP ADDITION
Lo r i, BLOCK 2
HILLTOP ADDITION
LO r 2. KOCK 2
HILL',OP ADDITION
LOT 3, BLOCK 2
HILLTOP ADDITION
LOT 4, BLOCK 2
HILLTOP ADDITION
RATIONAL METHOD CIA - Q
RAINFALL INTENSITIES FROM TP -40
RUNOFFF COEFFTCIENT "C' - 0.9 (BUSINESS). 0.3 (OPEN AREAS)
ALL DRAINAGE DESIGNED IN ACCORDANCE W/ CITY OF GRAPEVINE DESIGN STANDARDS
Mw PLAN
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APPROV19D
SHEET- -5 OF
APPROVAL DOM NOT AIJITRORIZE AW WOWI
IN CONPucT wrrH ANY CODES OR
ORDINANCES .
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DEVELOPED SITE
DRAINAGE DATA
MARK AREA
(AC)
C Tc
(MIN.)
IS
(IN/HR)
Ilm
CIN/HR)
(:15 aim
(CFS) (CFS)
COMMENTS
A-1 D.34
0.90 10
6.7
11.6
2.1 3.5
FLOW OUT OF DRIVEWAY TO JEAN STREET
A-2 0.14
0.90 10
6.7
11.6
3.8 1.5
"W OVER SIDEWALK TO JUN STREET
OS -1 0-08
0.90 10
6.7
11.6
0.5 0.8
ADJACENT PROPERTY FLOw ENTERS SITE F90M WEST
Mw PLAN
crry OF Gwrmm r.
APPROV19D
SHEET- -5 OF
APPROVAL DOM NOT AIJITRORIZE AW WOWI
IN CONPucT wrrH ANY CODES OR
ORDINANCES .
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CONSTRUCTilON MATERIALS AND mErHODS SHALL BE
PER NORTH CENTRAL TEXAS COUNCIL OF' GOVERNMENT'S I'LL Sl-ll-�I� -0 Pll�V,IREAI� NIOUIRigG ADA kCt�$S S�ALL
!�JJGTEO 9,1111 5% �MAX ; SLCIPE AND 2,05 (AA9. ) CROSS SLUPE IN
NCTCOG) AND IN STRICT ACCORDANCE WITH THE SRSSR 70 �NSiIRE A.D,A, ACCESS TO AAL L ENTRANCES, TF ANY CRASFS
,0�111 CONT ;RS SRQWW - TH15 P - N CONFLICT WI�H 1HEZE
,hRA TER%� 2 ME tONTqAoCNDA 511�LIL REPORT SUCH DISCREPANt
OF GRAPLMNE STANDARD DETAILS. I'VE
tFN WRJIISO� FOR RECD14CILYJLTYW BEFOIRF C001E..l.
. . ...... �H CRITICAL Bl�
LOCATln�S OF EXMTERS UTR=MS ARS. ArPMX9kkTE
AM) AYE BASED ON RaLIO THE COKMArTON
f. W! ES COWLETFLY REspDNsyBLE FOR LOCAIU40 ALL FXISTENG
!2- Tak UtILZTIFS BOT�j HBEl7nNT4TLV AND VFRTICALLY� OUMME
E CME�CEW-N7 OF ANY GDI45TRUCTU)R�
—Imp I
REPRESENT FINISHED GlAIE%DA"
1=8 ALL
PAVING SHALT BE EXCAVA-1) TO :5
5�U&13413E �PER
!SEE DRTATLS�.
TATLS�_
rONS�RUCTTOK NOTfrS�
I
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AR5A! V181UR�ED 81 WILL �C
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M 4YDROWLCHED AS D)RE�FIFD OY EM��RFER�
TO TOP WAM Em-E-�
TC TM CL��
,U G�ETE IUTFRFACF�S AND CHANCES IN
0 arTER
Cl�L mlcxwss WiLA HAVE A% EXPASSIN
4��r
TR
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JC�NT FURNISHED ARC ENSTALLED FN kCCORDAKE
Tw - TOP wALL
aw W m WALL
WETI; IVE DETAILS �V�Dml
FL FL� UM
ALL S1OVNA0:$ SHAU =11FORM TO A4.A� REWEREVEWS.
eximmo �m
AU - SWDEWkLKS SHALL �M SACKF MLEP TO F FHI�0 GRADE
�10SHED �TMn
SO A$ NM TU IMCEOF DRAINAOF.
RICHARD C. 4,RGR,%vEl5;:-.
ALL EXISTENG/
�-R'.'T
MTTrR- M0 -FD EXPANSEW JOINT CDRSISTINO (W MMOLbEo
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M&TCN AtL WATER METERS. SANITARY SEWER
M��, EM I- rINISHM "�
D=86*08'31
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EAST DALLAS ROAP
L=27,06'
CB=S50'25'44"E
D� 24.59'
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GENERAL NOTES
I - CONTRACTOR IS RESPONSIBLE FOR DEMDL�TIOM Or �XISTING STRUCTuRES
1.4CLUOING REMOVAL OF ANY rYIST�NG UTIL171ES rliiIT MAY CoNp-7r,'T wTrH
PROPOSE) LAYOUT -
THE TOP FOuR (4') IMOHES OF T' P SDIL SHALL BSL REkIDVED FROM SITE AND
T CUT
STUCKFfl-ED F017 LANDSCAPE USE.- A[ UR Fll-� SLOPES rO 5E 38 -IV OR
FLATTER UNLESS OTHERWISE NOTFD�
3. THE CONTRACTOR SHALL RESTORE A4 AREAS DISTURBED BY CONSTRUCTION TO
THE ORIGINAL CONDITION OR BETTER, RESTOR�O ANEAS INC[,VDE� BUT ARE NOT
LIMITED TO. TRENCH BACKFILL� SIDE SLOPES� FENCES� IRRIGATION SYSEMS�
CULVERT PIPES, DRA114AGE DITCHES. DRIVEWAYS. PRIVATE YARDS� ROADWAYS�
ETC.
4. ALL FILL AND STABILIZATION PROCEDURES SHALL BE PER GEOTECHNICAL
REPORT. AT MINIkCM, SELECT FILL SHALL BE PLACED IN 8' LIFTS AND
COMPACTED TO 95% STANDARD PROCT014 DENSITY. FIELD DENSITY TESTS SHALL
BE PERFORMED SY GEOTECHNICAL ENGINEER OR HIS REPRESENTATIVE. ALL COSTS
FOR TESTING SHALL BE BORNE BY T14F CONTRACTOR.
S. DRAINAGE SHALL NOT BE DIRECTED TOWARD THE BUILDING PAD. PROVIDE A
MINIMUM OF 1% SLOPE AROUND BUILDING PAO.
6. SEE PAYING 13LAN FOR CONCRETE SPECIFICATIONS AND JOINT LAYOUT.
7. CONTRACTOR $HALL FURNISH ALL CONSTRUCTION STAKING,
B. ALL PARKING LOT PAYING SHALL BE REINFORCED PER PAVING PLAN.
9. ANY SIDEWALKS SHALL BE CONSTRUCTED PER CITY OF GRAPEVINE STANDARDS.
10, TOPOGRAPHICAL SURVEY INFORMATION OBTAINED FROM PEISER SURVEYING,
GRAPEVINE. TEXAS
11. CONTRACTOR SHALL ADHERE TO ALL TERMS AND CONDI[TIONS AS OUTLINED IN
THE GENERAL T.P.D.E.S. PERMIT FOR STORM WATER DISCHARGE ASSOCIATED WITH
CONSTRUCTION ACTIVITIES.
LOT 4, BLOCK I
HILLTOF ADDITION GRAPHIC SCALE
1 111h - 20 IL
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SHEET OF
CONSTRUCTION MATER�&S AND METHODS SHALL BE
PER NORTH CENTRAL TEXAS COUNCIL OF GOVERNMENTS
�NCTCOG) AND IN STRICT' ACCORDANCE WITH THE
ITY OF GRAPEVINE STANDARD DETAILS.
F �RF LANES'
r I E L.A ES 5HALL HAVE AN UNOBSTRUCTED WIVIH 'OF
ND� I �AN 24 FEET OR 2G FEET WHEN LOCATED W11HYN
3S FEET Or ANY STRUCTURE IN EXCESS OF 56 rLET 1H
HLI(�Hl.
AN UNOBSfRUCTFD VERTICAL CLEARANC� OF NOT LI�SS
THAN 13 FEET il INCHES IS RE(Tj1RFD,
FIRE LANE STRIPING2
W F ;1� A CURB -�HE� F�HNT
HER - RED STRIPE INTEASLCIS Afl
FACE AND TOP OF CURB RFTURN�
PAINT 4 INCH HIGH LETTERING OITH A I tN(�H STROKE
CENTERED
ON RED STRfPE $HALL READ.' 'NO PAR(<ING' - 'FIRE LANE'.
THIS
LETTERING SHALL BE PAINTED EVERY 20 FEET AS MEASURED
PRnU THF FtM OP ONE LETTERING GROUP TO THE BEGIN141MG
P"iNG LrGEND
-3 BA�S
6' V�ICL. C*NCRETE PAVFMERT W/
Z� D. (PARKING & FIRE LANE,
9ARS
fo O.C.E.W- tSYDEWALKS�
ALL PAVEMENT SECITaNS SHALL CDM$]�T OF A $HBORAbE LAY�R
PREPARED A� FIFSCREBED RFLOW� tM-INIVUM 6' THICK)
THE SUDGRAOr SHALL BE MODIFIED WITH LIME PER GEOTC.CdNICAL
LAB RECOMMENDATION. THE SUBORAD� SHALL BE UNIFORMI-Y
COMPACTED TO A MINIMUM OF %5% OF THE STANDARD PROCTOR
DENSITY (ASTM D698) NEAR THE OPTIMUM MOISTURE CONTENT
t -l% TO +3%� DETERMINED BY SAID TEST, IT SHOULD THEN BE
PROTECTED AND MAINTAINED IN A MOIST t:01401TION UNTIL THE
PAVEMENT IS PLACED. PAVEMENT SUBGRADES SHOULD BE GRADED
T 0 PREVENT PONDING AND INFILTRATION OF EXCESSIVE MOISTURE
PAVING NOTES
V, si
AL�L CONCRETE $HAI�t P;� 3,500 PSK Al 29 DAYS �5 SACK Ml� TWO TEST Q
CYLANOERS SPALL BL TAKEN BY AN hPFROVED TKSTINC LABORATORY EACH OA'r
CONCRETE IS POURED, SEVEN DAY AND TWENTY-E3GHT DAY TEST RESIh-TS SHALL H- g,
�=i -
BE �URNISQ) TO T14L OWNER AW ENGINEER, ALL COSTS, FOR TESTING SHALL SE
BORHF BY THE CONTRACTOq,
2-- SAW d(ITHIS SHALL. 3L CUT ON MAXUMUM F iFTELM ( 15' � rOOT CENTERS WITHIN 24
HOURS FOLLOWINr EACH Pt3UR� CONTRACTOR �HALL SuBmIT SHOP DRAWING OF I x
INTENDED JOINT LAYOUT TO ENCTNE�R FOR APPROVAL PRIOR I'D CONSTRUCTION, >
Di
3. SIX 16") INCH CURB SHALL RE TNSTALLEO INTEGRAL WITH CONCRETE PAVEMENT� -j
SAW �OINTS SHALL EXTEND THROUGH THE CURB, j L
4� CONTRACTOR SHALL FURNISH ALL CONSTRUCTION STAKING�
LU
S. DRIVEWAYS AND PIRELANE PAVING SHALL BE 7" THICK PORTLAND CEMENT CONCRETE pn��
ON COMPACTED BASE AND COMPACTED SUBGRADE OR AS SPECIFIED BY THE -55�:
Z
GEOTECHNICAL REPORT. COMPACT BASIl AND SUELGRADE MATERIALS TO 25% STANDARD Ln
VROCTCR DENSITY.
G. PARKING STALL PAVING SHALL BE 6' THICK PORTLAND CEMENT CONCRETE ON
COMPA LIJ4wo
CTED BASE AND COMPACTED SUBGRADE OR AS SIP in BY THE GEOTECHNICAL 0 M
ECI�lr
C
REPORT. COMPACT BASE AND SUR 'RADE MATERIALS TO 95% STANDARD PROCTOR 002(L
DENSITY. E'5
7. SIDEWALK PAVING SHALL BE A" THICK PORTLAND CEMENT CONCRETE ON COMPACTED
BASE AND COMPACTED SUBGRADE OR AS SPECIFIED BY THE GEOTECHNICAL, REPORT.
COMPACT BASE AND SUBGRADE MATERIALS TO 95% STANDARD PROCTOR DENSITY.
0. SEE GRADING PLAN FOR FINISHED PAVEMENT ELEVATIONS.
>
9. CONTRACTOR SHALL PAINT & STRIPE ALL PARKING AS SHOWN. CONTRACTOR
SHALL ALSO PROVIDE CONCRETE RAMPS, SIGNS. ANO CURB STOPS AS SHOWN�
10. ALL DIMENSIONS ARE TO BACK OF CURB UNLESS N13TED OTHERWISE.
11. ALL SIDEWALKS $HALL HE CONSTRUCTED PER CITY OF GRAPEVINE STANDARDS.
ALL TRAFFIC !s
12. ONE LANE OF TRAFFIC SHALL BE MAINtAINED AT ALL TIMES.
CONTROL DEVICES SHALL BE IN ACCORDANCE WITH THE TEXAS MANUAL ON
UNIFORM TRAFIC CONTROL DEVICES.
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LCCAIMNS OF EXW. Zyii'm ARE APNOXHAAr�
AND ARE akSM ON PUSUC RECOM. THE (*NTRAMOR
Is � mm�
-UTSME, —MN HOWZONTALLY MD WMIC�LY� BEF�
T14E Owwalc� OF � consmanom.
UTIM R1!IJY-'h7ZN NOM:
F Aw Ex�m �� PULES, OwLR POLEs,
BUY WRE% TELEPHONE UNLM, ETC. ARE FOUND
m BE IN CONFM wriN 7tim CONSINI&IION PiAm,
TNE OoNTRbZtOft SPAii CONTACT THE APPROPALATE
VTIUIY DDIAPANY AND CDDRIXKITE THE RELMWN OF
ANY AND/OR ALL SUCH UTILITIES (RD SPMK PA)J�
EAST DALLAS ROAD
COMMU'ur" Nona,
L=27.06' AREAS Dt$TVRBM By COKSnncnoN MLt BE
CB=S50'25'44"[ FULLY SOWED YM NATIVE BEWUDA CRASS
D=24.59' OR treCROwLiucHm As DtRmm Vr EmNmL
S50'25'44"Ei WT—SANOW, wm
SAW CUT, REMOVE & RMEPLA TING I STC, WITH FIVSHED GRACE
pGC PAvEWENT PER CITY" DA 24� 5,L�
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L IT RECAJI SANITARY
GPS COORDINATES M DOW CLEAN OUT 2% LOPE
SB8 w 261.94! REQUIREh BO -LF OF IV SANITARY
I- 7025243A 9 qERVICE AT
LOT 1, BLOCK 2
HILLrOP AMMON
AI.
- - - - - - WYE
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REF; MEP 1�1 OQUIR 38 -LF OF"*L AIRY
OR AD17191NI - SEWER VICE AT
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PRCEWURP. I I
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LO N, , _qR D.51 ACRE p
PARKING PRoviOED - 13
4.
RICHARD C. ARGRAVES,
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VOL. 59,55, PG. 320
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LOT 2, BLOCK 2
z HILLIOP AMMON
tOT 2. BLOCK I
HILLTOP ADDIEON
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Ko.B. N89*38'00"W 14&7�F CPS COORD14ATFS
I N=1025099.449 LOT SLOCK 2
L z4asas7.079 HILLTOP ADDITION
LOT 3, BLCCK I
HILLTOP M)DItION
LOT 4, BLOCK 2
c HILLFOP ADDITION
z
3,
4.
5.
GENERAL NOTES FOR SANITARY SEWER
41 PROPOSED SANf�AR( RFWFR PIPE SHALL 3E F�VC SOR 35
WHEN A PROPOSED STWER LINE. CROSSES AN EXIS�I`ING WATER LINE, T�iE.
CQwrRJiicrOR SHALL INSTALL ONE 20 FOOT io�wl or OR-- I R CC ��m) 04 TLL
SEWER UNE, CENTERED ON THE RATER LINE, USING SCIR-26 TO C -GOD
ADAPTERS. NO SPECV4- PAY WILL BE PFRMff-fFD FOR ZHO ;T0,A,
ALL PROPOSED SEWER LINE5 ARE TO BE LOCAMD AS SOOwN ON I�iE PLAw&
ALL LINES LOCATED WITHIN AREAS OF PAVEMENT SHAI. HAVIF T -HF TOP 8' OF
SACKFILL REPLACED WITH CRUSHED STONE INCLUDING SERVICES -
ALL SEWER LINES SHALL BE INSTALLED PER CrFY OF GWEVINE STANDAM)S,
ALL WATER VAIN CLEARANCE FOR PARALLEL SANITARY SEWFR MNN SHALL
DF! A MlMmUM SEPARAMON OF .3 FEET VERTICAL AND 9 F= HORIZONTAL
1. ALL WATER LINES SHALL BE PVC PIPE CONFORMING TO AWWA STANDARD
C900 DR -18 OR POLYETHlYLEME (PE) PRESSURE PIPE AWWA C-906 OR 9 (200 PSf)
PIPE COLOR CDOED BLUE OUTSIDE FOR WATER LINE, WITH NSF SEAL, PRESSURE
TESTED AND DISINFECTED IN ACCORDANCE WITH THE NCTCOG SM. SPECS.
WATER MNNS TO RAVE A MINIMUM OF 0" COVER TO TOP OF PIPE AS
MEASURED FROM ITIE TOP OF PIPE TO THE EXISTING GROUND OR PROPOSED
FINISHED GRADE. WHICHEVER IS GREATER. SERVICE UWE CONNECTORS SHALL
BE COMPRESS(ON-TYPE WITH SrAJNLM STEEL TUBE LINERS.
2. ALL WATER METERS SHALL BE SIZED AND INSTALLED BY CITY PERSONNEL
3. ALL WATER LINES TO BE ENCASED IN SAND. UNLESS SPECtFIED OTHERNISE
AND DETAILED, BACKFILL, SHALL BE SELECT MATERIAL COMPACTED TO 95%
STANDARD PR=OR DENSfTY.
4. ALL SERV$CES TO METER TO BE 2' DIAMETER, TYPE K coppo As SPECIFIED
IN ASTM 988 UNLESS NOTED OTHERWISE.
5. UTILITY CONTRACTOR TO FURNISH AND INSTALL WATER METER BOXES AFTER
THE PAYING CONTRACTOR HAS BEEN COMPLETED.
6. ALL FIRE HYDRANT ASSUABLIES TO BE EQUIPPED WITH A 6' GATE VALVE AND
BOX. ALL VALVES AND FIRE HYDRANTS TO BE PER CITY SPECIFICATIONS.
7. ANY WATER VALVES LOCATED WITHIN PAVEMENT AREAS SHALL BE ADJUSTED
TO FINAL GRADE BY THE PAVING CONTRACTOR.
8 ALL PROPOSED WATER LINES ARE TO BE LOCATED AS SHOWN ON THE PLANS.
ALL UNES LOCATED WITHIN AREAS OF PAVEMENT SHALL HAVE THE TOP 8" OF
BACKnLL REPLACED WITH CRUSHED STONE INCLUDING SERVICES.
9 WATER LINES WILL BE INSTALLED AS SHOWN ON THE PLANS. HOWEVER, FIELD
ADJUSTMENTS APPROVED BY THE INSPECTOR OR ENGINEER WAY BE MADE TO
LESSEN DAMAGE TO THE ROAD PAVEMENT OR WHEN OTHER UTILITY LOCATIONS,
TREES, OR STRUCTURES WARRANT SUCH AN ADJUSTMENT.
10, ALL WATER LINES AND APPURTENMCES SHALL BE INSTAL�-EO IN STRICT
ACCORDANCE WITH THESE PLANS, THE RULES, REGULATIONS, POLICIES AND
PROCEDURES OF THE CITY OF GRAPEVINE.
11. ALL PVC PIPE AND APPURTEKANCFS (FITTINGS, VALVES, NtPPLES, ETC.) 3'
OLk AND SMALLER SHALL BE CONSTRUCTED AS SHOWN.
III INSTALLAMON IN
THE TERM 'REQUIRW OR 'RMD' MEANS THAT THE
CONTRACTOR 94ALL FURIIM AND WALL -c4D ITEM
COMPLETE AND IN PLACE TO THE LINES AND 011ADIES
SHMN ON THE KAM
SM PLAN
cm or agAprym
APPECIM
SHEET., (p OF
APPROVAL DOES NOT MSTMRZE ANY WMW
IN CONFLICr WITH ANY CODES OR
ORDINANCES.
WWARrMa OF DZVMPAMT SMMCM
By
APPRCIVED
CONSTRUCTION MATERIALS AND METHODS SHALL BE
PER NORTH CENTRAL TEXAS COUNCIL OF GOVERNMENTS
(NCTCOG) AND IN STRICT ACCORDANCE WITH THE
CITY OF GRAPE\INE STANDARD DErAJLS.
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Cf�.g)r. To PQL\'cmi RUK0177 r
EXJ�fING GRADE ED SURFACE
PROFILE 'AFW
vp� '-Exr*Tiw amile
-11- FLOW 1) IRECTION
SILT FENCE —
(V. HEIGHT
24 ABOVE
EXIST. GROUND)
COMPACTED EARTH
OR ROCK SACKFIUL
Jio_
CoNsrRuCMIN ENTRANCE
SILT FENCE DETAIL
WN
DRAINAGE mUST FLOW
AWAY FRDM ENTR�Cll
N %AEW
N.7.S.
DROP tNL FT PROTECT
NTS
CURB INLE�f 2. FOR SITES OF 5 ACRES OR GREATER, A TPDES NOTICE OF NTF�W (NOI) FORM MUST 13T
SUE3MiTrED TO THE TCEO AT LEAST TWO (2) DAYS PRIOR TO COMMENCING WORR. FOR
CaNcRETE BOCK SITES GREATER THAN ONE (1) ACRES BUT LESS THAN FIVE (5) ACRES, A TOEQ
ARE SCREE CONSTRUCTION SITE NOTICE MUST BE COMPLETED.
A STORM WATER POLLUTION PREVENTION PIAN (SWPPP) MUST BE COMM-ETIED PRIOR TO
SUBIATTAL OF THE NOI. OR SITE NOTICE. THE SIGNED AND COMPLETED SWPPP MUST BE
MAINTAINED AT THE JOS SITE AT ALL TIMES.
GRAVEL FILTER
3. EkCH PRIME CONTRACTOR SHALL OBTAIN AND SUBMIT TO OWNER/ENGINEER A POLLUTION
PREVENTION CIERTFICKTION FROM EACH SUBCONTRACTOR WHOSE WORK IMPACTS THE STORM
WATER POLLUTION PReVIENDON PLAN (SWPPP) PRIOR TO THE PERFORMANCE OF ANY WORK
BY SAID SUBCONTRACTOR, THESE CERTIFICATIONS SHALL BECOME A PART OF THE STORM
H.T.S. WATER POLLUTION PREVU41ION PLAN-
REQ'D CONSTRUCTION 4. CONTRACTOR SHALL FURNISH AND INSTALL EROSION CONTROL MEASURES SHOWN IMMEDATELY
UPON 04TERING SITE, REPAIRS OR MODIFICATIONS TO THE MEASURES W3LL BE MADE BY
ENTRANCE THE CONTRACTOR IF THE CONTROL MEASURES PROVE INEFFECTIVE OR IF ADDITIONAL
(UOVIR-CM MAY ADJUST UN&MU OF CONTROL MEASURES ARE NECESSARY.
watolm so a To NOT INTaffm wm wm)
f 1) 8 6 8'.31 5- AT A MINIMUM. PERIMETER CONTROLS SUCH AS SILT FENCE OR STRAW BALES SHALL BE
INSTALLED AT ALL DOWN SLOPE BOUNDARIES AND AS WARRANTED WHERE PAVEMENT
REMOVAL, UTILITY CONSTRUCTION, GRADING. OR OTHER CONSTRUCTION ACIMPES ARE TO BE
L=27-06' PERFORMED. COWRAMR
jfHT-or-WAY)..- CB=S50'25'44"E SMALL AT ALL TIMES TAKE SUCH MEASURES AS NECESSARY TO MINIMIZE OFF-STE TRACKING
OR TRANSPORT OF SMMILNT AND DEBRIS,
CD -24.59'
S50'25'44"Ei 6. THE CONTRACTOR SKALL BE RESPONSIBLE FOR D0MAOES TO ADJACENT PROPERTY OR TO
WATC14 ExIST, I
1 SW GRADE
24.5 RECEIVING WATERS CAUSED BY IMPROPERLY IW;rALLFD OR POORLY MAINTAINED EROSION
CONTROL MEASURES.
7. PiE CONTRACTOR SHALL BE RESPONSIBLE F09 THE REMOVAL AND DISPOSAL OF ANY SILT
DEPOSITS OR TRACKING BEYOND THE LIMITS OF CONSTRUVnON CAUSED try HIS OPERATIONS
L. AND/OR FAILURE OF THE EROSION CONTROL MEASURES.
R SHALL REMOVE AND PROPERLY DISPOSE OF AMI)MULATED SILT AND SEDIMENT
CONTRACTO
FROM EROSION CONTROt MEASURES WHEN IT REACHES A DEPTH OF S$X (6) INCHES, OR
IMPAIRS THE ErFECWMESS OF THE MEASURES,
9- THE OWNER'S RFPRFSENTATIVE WILL INSPECT THE PROJECT AT A MINIMUM OF EVERY SEVEN
4"
'C_O�ODN' �
261-94' R1 I i
AND AFTER EVERY RANFALL OF 0.5 INCHES OR GREATER TO DETE INE THE INTEGRITY
N-7DZ524]LflR2_ ..I 'RON
_T
AND EFFECTIVENESS OF THE MOSION CONTROL MEASURES. A WRITTEN INSPEC REPORT
619L25 WILL
1 -918.251 - BE FILED MTH THE POLLUTION PREVENTION PLAN. THIS INSPECTION DOES NOT
I _1 , �� ej�48 1 -
J. , ; $1EL ., 1,11�-L,�.,.,,,;�',�F,l�,-,��l�nl��,�l�-';?��., — — CONTRACTORS RESPONSIBILITY FOR NSPECT10M AND NTERANCE OF THE
REOURED
SILT FIE14M
STEEL FENCE POST
MAX. 6' SPACING. MIN.
EMBEDMENT - V
WIRE MESH
BACKING SUPPORT
4x4-Wl.,,xwl.4 MINIMUM
ALLCWABL& TYP. CHAIN
LINK rEmM FARRIC 15
ACCEPTABLE
MIN.
RICHARD C. ARGRAVE---
ET LJX
VOL, 5953, PG� 320.
NO CORE
i
GT�617.55
SILT FENCE
P.O.B.
EROSION CONTROL MEASURES OR HIS DUTY TO COMPLY WITH THE INTENT AND CONDITIONS
il Ij.
4�M
REWIRED
OF THE NPDES GENERAL PERMIT.
LOT 2. BLOCK I
HLLT- ADIT" I
S;1LT
FENCE
tO. THE CONTRACTOR SHALL PROVIDE ADEQUATE PROTECTION OF STORM DRAIN INLETS USING
STRAW BALE CHECKS OR OTHER MEASURES AS SPECIFIED. WHERE NLETS ARE BEING
1 TC -617.20
m
TC -617.M QTi3l&70
o;T_617.3a
�j 1r-6 7.5D
GT -Er TOO i 'j
REMOVED OR INSTALLED, THE CONTRACTOR SHALL PRE.V9 MATERIAL FROM ENTERING THE
Ti9
LOT 1R. BILOCK 1 FBI
-7
T ..7_7
a17
STORM DR&IN SYSTEM�
1� 077 146.73'
"IN
HILLTOP ADDITION
176- u,
cps cm 1!.1A.T11
SILT FENCE
REQUIRED
S IFEENGME
11, AU OFF-STE STOCKPILES SOILS WILL BE SURROUNDED BY A STRAW BALE DIKE, SILT
21,985 0.51 ACRE
11-5
P -
FENM SEDIMFNT CONTROL SWALE, OR EQUIVALENT MEASURIE, AS APPROVED BY ENGINEER,
o
2i
TO PROPERLY CONTROL SEDIMENT RUNOFF.
451
12. THE CONTRACTOR SHALL STABILIZE ANY AREA WHERE CONSTRUCTION ACTIVITY IS
TEMPORARILY OR PERMANENTLY CEASED FOR MORE THAN 14 DAYS.
SILT FENCE
P.O.B.
0
LO T 4,
HILLTOF
am PLAN
CM Or GRAPEVINE
APPROVED
SHEET: '( OF
APPROVAL DOES NOT AUTMWE ANY WORK
IN CONFLICT VM ANY CODES OR
ORDINANCM
DEPARTMOT OF DKVE"KM
T
il Ij.
LOT 2. BLOCK I
HLLT- ADIT" I
ale 1�1 358-F. P& 37 map.,,\
7'
1 TC -617.20
TC -617.M QTi3l&70
o;T_617.3a
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1� 077 146.73'
cps cm 1!.1A.T11
SILT FENCE
REQUIRED
S IFEENGME
E=240"� 7.W9
Ebb. -61! k7'
LOT 3, _OCK 1
HILLTOP ADD[TION
0
LO T 4,
HILLTOF
am PLAN
CM Or GRAPEVINE
APPROVED
SHEET: '( OF
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APROTECTED TREES TO r�E RENCVEL),
NO REPLACEMENT RE(DUIRED
PROPOSED TREE ABBREVIATION
F - PERIMETER TREE
NV- NON -VEHICULAR TRII
IT - INITIERIOR TREE
R - REPL.ACEMENT TREE
PLANTING NOTE:
�LL TPEEG GIV�L BE A Mllr� OF THFn--- INCH CX.?Fff-R IN PIAMETIER MEASUrc-IS
5IX I A5Ot TIME �.AOE IT THE ITME Z�F H_-TEW, ALL t,�IIE5 �,LL CIE
4 MINIM- 11,10 FEET IT HEr6HT AT T�� 11M� Or �LANT
L ll�
15
PRIINE 4 PAINT A5 � 5�C5—
LOT 2. BLOCK 2
R15EIER HOSE ABOVE F-�T
IIILLTQP AbOTION
I' 20"o, NORTH
LOT I ILOII I
5 OL.
NIRt, 3 FER T*jEE_
W42' 51`�FL
I
-NI
(LI UGH7 INDUSTRK)
FARM MIN 4' TO
FORM IO�ILAR BASIN.
3"
rAL.-W� OL,
1,1,1'11 E11,111,
8- (AiII OA<
LOT 3, BLOCK 2
HILLTw Awrucim
PRIINE 4 PAINT A5 � 5�C5—
LOT 2. BLOCK 2
R15EIER HOSE ABOVE F-�T
IIILLTQP AbOTION
I' 20"o, NORTH
12 T�P ISILMHER' ABELIA
5 OL.
NIRt, 3 FER T*jEE_
W42' 51`�FL
EDINN5
-NI
OAK
FARM MIN 4' TO
FORM IO�ILAR BASIN.
3"
rAL.-W� OL,
1,1,1'11 E11,111,
LOT 3, BLOCK 2
HILLTw Awrucim
PRIINE 4 PAINT A5 � 5�C5—
LOT 2. BLOCK 2
R15EIER HOSE ABOVE F-�T
IIILLTQP AbOTION
I' 20"o, NORTH
ILI - LINT INWJSTT�IAL)
NIRt, 3 FER T*jEE_
�ARG` HER
FARM MIN 4' TO
FORM IO�ILAR BASIN.
LOT 3, BLOCK 2
HILLTw Awrucim
N01 10 SCALE
GENERAL SPEOWWATIONS!
'L RRIGAIION, IN�TALLATIOIT NTALL BE CONSISTENT Vi9M. LAN�AFE IRRI&ATION L'LIK A�'IILI MFIN�
�NFUCT5 ON EXISTIN& AND �O - CI PLANT HI PLAZX- L�M AREAS ON 5EPARAIZ Y.ON[I
FROM ISROJ BEDS. IN5rALL RAIW�Ea OJARO O� SYSTEM ANTC _�l AT � 0E-4ZSEE
TIIE ULEISH AND IRENLHI� FOR IRRI&ATI� ',TSTB�5 SNALL �T C�_ THE CRITI�fL NOOT 26NE5
� rIRE 79VED FREES. ME I RRII TTZENL'HE5 SHOtPILD SEE tOCA71ED arF5�LE 0� TrE 6.KITICAL ROOT
IGNE A VE95i4llP TC TWGFA T�IARV �E AREA 1`11�[R THE VRIP IJME Or ME TREE. A14Y
TR WLTIO �ICH 11JST BE � KWN TILT 6RITICAL RI:IO7 ZONE STALL I PLO Bf NAND ANO
ENTER THE AREA IN A RAur�.L MANNER SLGL AS IN EICTOLE SF�E �RISINATTON.
2 IFIL MATERIALS, "LAHM STALL, BE `UR5ERY KRO�J, HEAL�, VOOROM V�L-LL F,'RAW_'EV. 0,
N�RIAAJ� HA517 � 6ROrlTH FOR TILE 51PE�IF5 AND 5H4LJL BE FP --f FRU� UIEFEOT5, IN_IJRIE5. M5EA5E
OR STATI�Al,� �Ov SE 51�i< TR�TE TO BOTM�6At HAH� AIV I_E5IbLT TA�OEO, BY ORO,itER ALL
MI -ST BE ` BY LAM�APE �611; CELT- FE.�ORM ALL �K F�EGLIR[ED TO
C-O�LETE THE L , VWARlia riUIrATEV 15� THE L�AVTNG AMP FURNISII ALL 6WFLEIMH�TA9T'TlrMG
NEG�OIE,ARY � ITS FROME� I�TALL TIVII FIARRMT,` ALL MAITT MATIFFILI FOR KlITEtr' ��AYS WCA
FINAL A�CFFII`At E. REMOVE E�IESS 501L -ND OTHER MATERIALS AN�l LEA� 'ITE IN A ILEAH �0
ll��IRLI UlkpiltoN
5. L,AiNNL � LAM ��5 OR U15�Eo �AS OF ME SITE �CIT OTILERMI� DE5ANATi7T,
SHI%L1 SO 10 GOD L6l,lM4,LN OF.R�U� �TRACT�5 STALL MAINTAIN
LIVIN AREAS OTIL AN �TAEI_t 6TAI,io 15 �FEIVEV.
4 971? PT2fPARATKlN, 'FREkO 50/EO 17, Or SAlIPY LGAII/CO�0151L OR �FE5GONAL EINF7M�
Mix. 70 A W7 I OF 6' IN PLANTII BESS ANO TILL WTO S&IL TO A DEPTH OF I,', '�_Oru O.q BIERM
UBUG FOR �05 TIl`E SIFAINA. E. SO Nor RAII XIL LE"EL AWvr FINISH FLOOR �,Ovlr)F
STIREDOEV b�� IV �H TO A �INL MPTH 1IF 2' IN FLAWINE BEIX, ANP ARO" IIEH TREES.
5. 5� x 4' STEEL EfN5IN6 (�-5THL OIZ E6LA�) MERE ROTEF ON
NOTES!
M0_1E T 5H�J_L IINGL� TI51ALLAT;04 �- �OIW I� IRR*ATII 5YGTEN �FEREN�D WIHIN
R AKS AND SFE�IPII
AI�L NITI VISIBILI �� TRIAT45LE�S 5HAll LCMIFLY 1,qIllf THE VnBILITY TRIW_LE
RE�IPEMI ,5 5F�FEV IN TILE 611y ��CE. I� TREES NILL BE �Aj.TTI?
VII -Ill 1— TRIAKFFH�l LX NS TRIFFS HITHTIT VI-MT.1- TRIA�ES STALL IST, -NEC
IN A��A�E HIM REF�N�ED REGILIREI,IENTE,
I L LAIlIY_lEE ISLIW.9 TO EAS P� LOT ARE 1,REIED
THF, Rt?Fl�qLY (,1411 *RE!�POREPRit TOP R]55V_�. LIEEILIITS� MOiAllv, FERTIWIN6, I'FlIIIIA6 AND
OTH NT�IIAN�� Or ALL PLAIlTINSE FOLLOI1"t, �16EFTAF46E �OHI �TRAC I'm TLE RFaIFFD
LAII�AP NO �T BE M^ITITAITD IN A VIS—Y. SPOKING uiriot, AT ALt
�`E IFY ALI UTIL— 1_�IOINE PI TO ANf E�AVAIIOII 09 TP�I�IN6
ALL K47EIZ MITTINI, NRE ITYMAHM, VIL1,75, 1�LF5 AND CLEAHOJT5 ON )R LIJ-,FFIT TC ME
EQ�EF61 F��IY MUST REMAIN A�ES51BLE FOR �AINTEHWX �ITHS �T��TION ANL, IIFN
THE ON � NVE.%ARY 6�01W, AND LAND'Y-API�. THE EXISTIN6 FACILITIEG G"I BE
�O 'Tr TO FINAL 6RADE AB0,T THE FIIA�LU �PADE IF THI� LNJU�AFIN�. TRIOR TO TITEE
�IM_ETI THE HI
MSE HRAYI TO BTYlTCXA Or
rlIZ57 elAWF
FLASOI�
"E"A" "'LL `L�r
X,-- 2� STAKE; 3 FUR TR
TRffF PLANTING DETAIL
5OIL MIXTURE
416_� on.
SHRUB PLANTING I)E�TAIL
NTS
'o
I- MLLOH OR EPOI15CH CONTROL FAE 16 A5 FIER 5PE17
-�ROTOTIL_ BOTTOM Or Bw A." PER sm�s
49 - f REMO� ME T VEIT�TATION AND, �AVATF IEX15T1%
E
501, TO A MIN OF 6' F �� TABLE IF EX Wl� 15 60OP
701` ZIL, LM TOR 501L FIIX HER S�EOMSA74te.
UJ�OLJN�'r -fAtL
, OVE��Z PLANTING OC
NTS
L HII
8, Min
ILVE
(9)
01 LANDSCAPE PLAN
I' 20"o, NORTH
5�ALE
N01 10 SCALE
GENERAL SPEOWWATIONS!
'L RRIGAIION, IN�TALLATIOIT NTALL BE CONSISTENT Vi9M. LAN�AFE IRRI&ATION L'LIK A�'IILI MFIN�
�NFUCT5 ON EXISTIN& AND �O - CI PLANT HI PLAZX- L�M AREAS ON 5EPARAIZ Y.ON[I
FROM ISROJ BEDS. IN5rALL RAIW�Ea OJARO O� SYSTEM ANTC _�l AT � 0E-4ZSEE
TIIE ULEISH AND IRENLHI� FOR IRRI&ATI� ',TSTB�5 SNALL �T C�_ THE CRITI�fL NOOT 26NE5
� rIRE 79VED FREES. ME I RRII TTZENL'HE5 SHOtPILD SEE tOCA71ED arF5�LE 0� TrE 6.KITICAL ROOT
IGNE A VE95i4llP TC TWGFA T�IARV �E AREA 1`11�[R THE VRIP IJME Or ME TREE. A14Y
TR WLTIO �ICH 11JST BE � KWN TILT 6RITICAL RI:IO7 ZONE STALL I PLO Bf NAND ANO
ENTER THE AREA IN A RAur�.L MANNER SLGL AS IN EICTOLE SF�E �RISINATTON.
2 IFIL MATERIALS, "LAHM STALL, BE `UR5ERY KRO�J, HEAL�, VOOROM V�L-LL F,'RAW_'EV. 0,
N�RIAAJ� HA517 � 6ROrlTH FOR TILE 51PE�IF5 AND 5H4LJL BE FP --f FRU� UIEFEOT5, IN_IJRIE5. M5EA5E
OR STATI�Al,� �Ov SE 51�i< TR�TE TO BOTM�6At HAH� AIV I_E5IbLT TA�OEO, BY ORO,itER ALL
MI -ST BE ` BY LAM�APE �611; CELT- FE.�ORM ALL �K F�EGLIR[ED TO
C-O�LETE THE L , VWARlia riUIrATEV 15� THE L�AVTNG AMP FURNISII ALL 6WFLEIMH�TA9T'TlrMG
NEG�OIE,ARY � ITS FROME� I�TALL TIVII FIARRMT,` ALL MAITT MATIFFILI FOR KlITEtr' ��AYS WCA
FINAL A�CFFII`At E. REMOVE E�IESS 501L -ND OTHER MATERIALS AN�l LEA� 'ITE IN A ILEAH �0
ll��IRLI UlkpiltoN
5. L,AiNNL � LAM ��5 OR U15�Eo �AS OF ME SITE �CIT OTILERMI� DE5ANATi7T,
SHI%L1 SO 10 GOD L6l,lM4,LN OF.R�U� �TRACT�5 STALL MAINTAIN
LIVIN AREAS OTIL AN �TAEI_t 6TAI,io 15 �FEIVEV.
4 971? PT2fPARATKlN, 'FREkO 50/EO 17, Or SAlIPY LGAII/CO�0151L OR �FE5GONAL EINF7M�
Mix. 70 A W7 I OF 6' IN PLANTII BESS ANO TILL WTO S&IL TO A DEPTH OF I,', '�_Oru O.q BIERM
UBUG FOR �05 TIl`E SIFAINA. E. SO Nor RAII XIL LE"EL AWvr FINISH FLOOR �,Ovlr)F
STIREDOEV b�� IV �H TO A �INL MPTH 1IF 2' IN FLAWINE BEIX, ANP ARO" IIEH TREES.
5. 5� x 4' STEEL EfN5IN6 (�-5THL OIZ E6LA�) MERE ROTEF ON
NOTES!
M0_1E T 5H�J_L IINGL� TI51ALLAT;04 �- �OIW I� IRR*ATII 5YGTEN �FEREN�D WIHIN
R AKS AND SFE�IPII
AI�L NITI VISIBILI �� TRIAT45LE�S 5HAll LCMIFLY 1,qIllf THE VnBILITY TRIW_LE
RE�IPEMI ,5 5F�FEV IN TILE 611y ��CE. I� TREES NILL BE �Aj.TTI?
VII -Ill 1— TRIAKFFH�l LX NS TRIFFS HITHTIT VI-MT.1- TRIA�ES STALL IST, -NEC
IN A��A�E HIM REF�N�ED REGILIREI,IENTE,
I L LAIlIY_lEE ISLIW.9 TO EAS P� LOT ARE 1,REIED
THF, Rt?Fl�qLY (,1411 *RE!�POREPRit TOP R]55V_�. LIEEILIITS� MOiAllv, FERTIWIN6, I'FlIIIIA6 AND
OTH NT�IIAN�� Or ALL PLAIlTINSE FOLLOI1"t, �16EFTAF46E �OHI �TRAC I'm TLE RFaIFFD
LAII�AP NO �T BE M^ITITAITD IN A VIS—Y. SPOKING uiriot, AT ALt
�`E IFY ALI UTIL— 1_�IOINE PI TO ANf E�AVAIIOII 09 TP�I�IN6
ALL K47EIZ MITTINI, NRE ITYMAHM, VIL1,75, 1�LF5 AND CLEAHOJT5 ON )R LIJ-,FFIT TC ME
EQ�EF61 F��IY MUST REMAIN A�ES51BLE FOR �AINTEHWX �ITHS �T��TION ANL, IIFN
THE ON � NVE.%ARY 6�01W, AND LAND'Y-API�. THE EXISTIN6 FACILITIEG G"I BE
�O 'Tr TO FINAL 6RADE AB0,T THE FIIA�LU �PADE IF THI� LNJU�AFIN�. TRIOR TO TITEE
�IM_ETI THE HI
MSE HRAYI TO BTYlTCXA Or
rlIZ57 elAWF
FLASOI�
"E"A" "'LL `L�r
X,-- 2� STAKE; 3 FUR TR
TRffF PLANTING DETAIL
5OIL MIXTURE
416_� on.
SHRUB PLANTING I)E�TAIL
NTS
'o
I- MLLOH OR EPOI15CH CONTROL FAE 16 A5 FIER 5PE17
-�ROTOTIL_ BOTTOM Or Bw A." PER sm�s
49 - f REMO� ME T VEIT�TATION AND, �AVATF IEX15T1%
E
501, TO A MIN OF 6' F �� TABLE IF EX Wl� 15 60OP
701` ZIL, LM TOR 501L FIIX HER S�EOMSA74te.
UJ�OLJN�'r -fAtL
, OVE��Z PLANTING OC
NTS
L HII
8, Min
ILVE
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