HomeMy WebLinkAboutORD 2014-050ORDINANCE NO. 2014-50
AN ORDINANCE ISSUING A CONDITIONAL USE PERMIT IN
ACCORDANCE WITH SECTION 48 OF ORDINANCE
NO. 82-73, THE COMPREHENSIVE ZONING ORDINANCE
OF THE CITY OF GRAPEVINE, TEXAS, SAME BEING ALSO
KNOWN AS APPENDIX "D" OF THE CITY CODE, BY
GRANTING CONDITIONAL USE PERMIT CU14-32
AMENDING THE SITE PLAN APPROVED BY ORDINANCE
NO. 2013-03 TO ALLOW AN EXPANSION, OUTSIDE
SEATING AND ON -PREMISE CONSUMPTION OF
ALCOHOLIC BEVERAGES (BEER ONLY) IN CONJUNCTION
WITH A BREWERY IN A DISTRICT ZONED "LI" LIGHT
INDUSTRIAL DISTRICT ALL IN ACCORDANCE WITH A SITE
PLAN APPROVED PURSUANT TO SECTION 47 OF
ORDINANCE NO. 82-73 AND ALL OTHER CONDITIONS,
RESTRICTIONS AND SAFEGUARDS IMPOSED HEREIN;
CORRECTING THE OFFICIAL ZONING MAP; PRESERVING
ALL OTHER PORTIONS OF THE ZONING ORDINANCE;
PROVIDING A CLAUSE RELATING TO SEVERABILITY;
DETERMINING THAT THE PUBLIC INTERESTS, MORALS
AND GENERAL WELFARE DEMAND THE ISSUANCE OF
THIS CONDITIONAL USE PERMIT; PROVIDING A PENALTY
NOT TO EXCEED THE SUM OF TWO THOUSAND
DOLLARS ($2,000.00) AND A SEPARATE OFFENSE SHALL
BE DEEMED COMMITTED UPON EACH DAY DURING OR
ON WHICH A VIOLATION OCCURS; DECLARING AN
EMERGENCY AND PROVIDING AN EFFECTIVE DATE
WHEREAS, an application was made requesting issuance of a conditional use
permit by making applications for same with the Planning & Zoning Commission of the City
of Grapevine, Texas, as required by State statutes and the zoning ordinance of the City of
Grapevine, Texas, and all the legal requirements, conditions and prerequisites having been
complied with, the case having come before the City Council of the City of Grapevine,
Texas, after all legal notices requirements, conditions and prerequisites having been
complied with; and
WHEREAS, the City Council of the City of Grapevine, Texas, at a public hearing
called by the City Council did consider the following factors in making a determination as to
whether this requested conditional use permit should be granted or denied: safety of the
motoring public and the pedestrians using the facilities in the area immediately surrounding
the site; safety from fire hazards and measures for fire control; protection of adjacent
property from flood or water damages, noise producing elements, and glare of the
vehicular and stationary lights and effect of such lights on established character of the
neighborhood; location, lighting, and types of signs and relation of signs to traffic control
and adjacent property; street size and adequacy of width for traffic reasonably expected to
be generated by the proposed use around the site and in the immediate neighborhood;
adequacy of parking as determined by requirements of this ordinance for off-street parking
facilities; location of ingress and egress points for parking and off-street locating spaces,
and protection of public health by surfacing on all parking areas to control dust; effect on
the promotion of health and the general welfare; effect on light and air; the effect on the
overcrowding of the land; the effect on the concentration of population; the effect on the
transportation, water, sewerage, schools, parks and other facilities; and
WHEREAS, the City Council of the City of Grapevine, Texas, at a public hearing
called by the City Council of the City of Grapevine, Texas, did consider the following factors
in making a determination as to whether this requested conditional use permit should be
granted or denied; effect on the congestion of the streets, the fire hazards, panics and
other dangers possibly present in the securing of safety from same, the effect on the
promotion of health and the general welfare, effect on adequate light and air, the effect on
the overcrowding of the land, the effect on the concentration of population, the effect on
the transportation, water, sewerage, schools, parks and other public facilities; and
WHEREAS, all of the requirements of Section 48 of Ordinance No. 82-73 have been
satisfied by the submission of evidence at a public hearing; and
WHEREAS, the City Council further considered among other things the character of
the existing zoning district and its peculiar suitability for particular uses and with the view to
conserve the value of buildings and encourage the most appropriate use of land
throughout this City; and
WHEREAS, the City Council of the City of Grapevine, Texas, does find that there is
a public necessity for the granting of this conditional use permit, that the public demands it,
that the public interest clearly requires the amendment, that the zoning changes do not
unreasonably invade the rights of those who bought or improved property with reference to
the classification which existed at the time their original investment was made; and
WHEREAS, the City Council of the City of Grapevine, Texas, does find that the
conditional use permit lessens the congestion in the streets, helps secure safety from fire,
panic and other dangers, prevents the overcrowding of land, avoids undue concentration of
population, facilitates the adequate provisions of transportation, water, sewerage, schools,
parks and other public requirements; and
WHEREAS, the City Council of the City of Grapevine, Texas, has determined that
there is a necessity and need for this conditional use permit and has also found and
determined that there has been a change in the conditions of the property surrounding and
in close proximity to the property requested for a change since this property was originally
classified and, therefore, feels that the issuance of this conditional use permit for the
particular piece of property is needed, is called for, and is in the best interest of the public
at large, the citizens of the City of Grapevine, Texas, and helps promote the general health,
safety and welfare of this community.
ORD. NO. 2014-50 2
NOW, THEREFORE, BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF
GRAPEVINE, TEXAS:
Section 1. That the City does hereby issue a conditional use permit in
accordance with Section 48 of Ordinance No. 82-73, the Comprehensive Zoning Ordinance
of the City of Grapevine, Texas, same being also known as Appendix "D" of the City Code,
by granting Conditional Use Permit CU14-32 is a request to amend the previously
approved site plan of CU12-49 (Ordinance No. 2013-03) for the possession, storage,
wholesale sales and on -premise manufacturing (beer only) in conjunction with a brewery
(Grapevine Craft Brewery), specifically to allow an expansion, outside seating and on -
premise consumption of alcoholic beverages (beer only) in a district zoned "LI" Light
Industrial District within the following described property: Lot 1 R1, Block 1, Hilltop Addition
(906 and 924 Jean Street) all in accordance with a site plan approved pursuant to Section
47 of Ordinance No. 82-73, attached hereto and made a part hereof as Exhibit "A", and all
other conditions, restrictions, and safeguards imposed herein, including but not limited to
the following: None.
Section 2. That the City Manager is hereby directed to amend the official zoning
map of the City of Grapevine, Texas, to reflect the herein conditional use permit.
Section 3. That in all other respects the use of the tract or tracts of land herein
above described shall be subject to all the applicable regulations contained in said City of
t Grapevine zoning ordinance and all other applicable and pertinent ordinances of the City of
Grapevine, Texas.
Section 4. That the zoning regulations and districts as herein established have
been made in accordance with the comprehensive plan for the purpose of promoting
health, safety, morals and the general welfare of the community. They have been
designed with respect to both present conditions and the conditions reasonably anticipated
to exist in the foreseeable future; to lessen congestion in the streets; to secure safely from
fire, panic, flood and other dangers; provide adequate light and air; to prevent
overcrowding of land, to avoid undue concentration of population; facilitate the adequate
provisions of transportation, water, sewerage, drainage and surface water, parks and other
public requirements, and to make adequate provisions for the normal business, commercial
needs and development of the community. They have been made with reasonable
consideration, among other things, of the character of the district, and its peculiar suitability
for the particular uses and with a view of conserving the value of buildings and encouraging
the most appropriate use of land throughout the community.
Section 5. That this ordinance shall be cumulative of all other ordinances of the
City of Grapevine, Texas, affecting zoning and shall not repeal any of the provisions of said
ordinances except in those instances where provisions of those ordinances which are in
direct conflict with the provisions of this ordinance.
ORD. MO. 2014-50
Section 6. That the terms and provisions of this ordinance shall be deemed to be
severable and that if the validity of the zoning affecting any portion of the tract or tracts of
land described herein shall be declared to be invalid, the same shall not affect the validity
of the zoning of the balance of the tract or tracts of land described herein.
Section 7. That any person violating any of the provisions of this ordinance shall
be deemed guilty of a misdemeanor and upon conviction thereof shall be fined in a sum
not to exceed Two Thousand Dollars ($2,000.00) and a separate offense shall be deemed
committed upon each day during or on which a violation occurs or continues.
Section 8. That the fact that the present ordinances and regulations of the City of
Grapevine, Texas, are inadequate to properly safeguard the health, safety, morals, peace
and general welfare of the inhabitants of the City of Grapevine, Texas, creates an
emergency for the immediate preservation of the public business, property, health, safety
and general welfare of the public which requires that this ordinance shall become effective
from and after the date of its final passage, and it is accordingly so ordained.
PASSED AND APPROVED BY THE CITY COUNCIL OF THE CITY OF
GRAPEVINE, TEXAS on this the 19th day of August, 2014.
co
Mayor
IVA
ATTEST:
IC. Brown
Ci y Secretary
John F. Boyle, J r.
City Attorney
ORD. NO. 2014-50 4
EXHIBIT A TO ►RQ 2a
Page Of
DUMPSTER
FRONT ELEVATION
F1, w To H4TL
%)II�JIN6 FAL,°DE
"L
1IUMPSTER
SIDE ELEVATION
51TE DATA 5UMMARY CHART
EAST r:)ALLA5 ROAD
LI
PROPOSED ZONING
LI
LAND U 5 DE516NATION (LUD)
COMMERCIAL LOW INTEN5ITY
ORO 55 ACREAGE
1.12611 ACRES
ExisTIN6 WALK
411,119 5F
NET ACREAGE
1.1289 ACRES
--- j28,50' N86°g0'OO"E L=
26.98'
5UILDIN6 COVERAGE
50%(REOUIRED) 21%(PROVIDED)
AREA OF OPEN SPACE
11(624 5F
PERCENTA6E OF OPEN SPACE
15% MIN.(REQUIRED) 3(1%(PROVIDED)
FLPfY
I
PROP05ED BUILDING AREA
(FOOTPRINT IN 50. FT. W PORCHE5) 340
I
NUMBER OF STORIES
21/2 STORIE5(REQUIRED) I (PROVIDED)
MAXIMUM EIUILDIN6 HEIGHT
50 FEET (REQUIRED) 2&'-b'(PROVDEC
10010'
10,284 5F
REQUIRED PARKING
MANUFACTURING
EATING AREA
TOTAL
P-6
-
STANDARD 41
HANDICAP 4
TOTAL 45
PO 50.
T5 IN"
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Ca RTYARD
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lu 111
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5' b'
CONCRETE PAD
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60.66' N87°01'48"E
—
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'-0 0'
sldi
589°55"932"E
10' LANDSCAPE BUTTER
EXHIBIT A TO ►RQ 2a
Page Of
DUMPSTER
FRONT ELEVATION
F1, w To H4TL
%)II�JIN6 FAL,°DE
"L
1IUMPSTER
SIDE ELEVATION
51TE DATA 5UMMARY CHART
EX15TIN6 ZONING
LI
PROPOSED ZONING
LI
LAND U 5 DE516NATION (LUD)
COMMERCIAL LOW INTEN5ITY
ORO 55 ACREAGE
1.12611 ACRES
411,119 5F
NET ACREAGE
1.1289 ACRES
44,111 5F
5UILDIN6 COVERAGE
50%(REOUIRED) 21%(PROVIDED)
AREA OF OPEN SPACE
11(624 5F
PERCENTA6E OF OPEN SPACE
15% MIN.(REQUIRED) 3(1%(PROVIDED)
AREA OFIMPERVIOU5 COVERAGE 31,555 5F
PERCENTAGE OF IMPERVIOU5 COVERAGE 65% MAX. REQUIRED) 64%(PROVIDED)
PROP05ED BUILDING AREA
(FOOTPRINT IN 50. FT. W PORCHE5) 340
10,254 5F
10,254 SF
NUMBER OF STORIES
21/2 STORIE5(REQUIRED) I (PROVIDED)
MAXIMUM EIUILDIN6 HEIGHT
50 FEET (REQUIRED) 2&'-b'(PROVDEC
PROF05ED FLOOR AREA
10,284 5F
REQUIRED PARKING
MANUFACTURING
EATING AREA
TOTAL
P-6
-
STANDARD 41
HANDICAP 4
TOTAL 45
PO 50.
T5 IN"
TO
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Ca RTYARD
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60.66' N87°01'48"E
—
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589°55"932"E
10' LANDSCAPE BUTTER
r- —
I— _--
L —
4 6' CONCRETE 51DEV1N_K TO BUI
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10' UTILITY EASEMENT
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to,. BUFFER o
2GT.00' N89°411'20"W
LOT:IR BLOCK:I
HILLTOP ADDITION
CITY OF GRAPEVINE
TARRANT COUNTY, TEXAS
SITE PLAN
SOALGr-20'-0•
NORTH
O 5 15 50
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1
EXHIBIT A TO ►RQ 2a
Page Of
DUMPSTER
FRONT ELEVATION
F1, w To H4TL
%)II�JIN6 FAL,°DE
"L
1IUMPSTER
SIDE ELEVATION
51TE DATA 5UMMARY CHART
EX15TIN6 ZONING
LI
PROPOSED ZONING
LI
LAND U 5 DE516NATION (LUD)
COMMERCIAL LOW INTEN5ITY
ORO 55 ACREAGE
1.12611 ACRES
411,119 5F
NET ACREAGE
1.1289 ACRES
44,111 5F
5UILDIN6 COVERAGE
50%(REOUIRED) 21%(PROVIDED)
AREA OF OPEN SPACE
11(624 5F
PERCENTA6E OF OPEN SPACE
15% MIN.(REQUIRED) 3(1%(PROVIDED)
AREA OFIMPERVIOU5 COVERAGE 31,555 5F
PERCENTAGE OF IMPERVIOU5 COVERAGE 65% MAX. REQUIRED) 64%(PROVIDED)
PROP05ED BUILDING AREA
(FOOTPRINT IN 50. FT. W PORCHE5) 340
10,254 5F
10,254 SF
NUMBER OF STORIES
21/2 STORIE5(REQUIRED) I (PROVIDED)
MAXIMUM EIUILDIN6 HEIGHT
50 FEET (REQUIRED) 2&'-b'(PROVDEC
PROF05ED FLOOR AREA
10,284 5F
REQUIRED PARKING
MANUFACTURING
EATING AREA
TOTAL
(9,131/1000)= 10
(200/150)= 2
(12 SEATS/3)= 24
36
PROVIDED PARKING SPACES
STANDARD 41
HANDICAP 4
TOTAL 45
OUT5IDE COURTYARD 15 FOR THE PURP05E OF
BUILDING BU51NE55 CLIENT RELATION5HIP5.
EXTERIOR COURTYARD TABLE S CHAIRS TO BE LARGE OUTDOOR
FURNITURE EQUAL TO KONTIKI OUTDOOR DINING 5ET.
CONDITIONAL USE REQUE5TED OU14-32 15 A REQUE5T TO
AMEND THE PREVIOUSLY APPROVED 517E PLAN OF
CUI2-4q (ORD. 2013-03) FOR THE POSSESSION, STORAGE,
VHOLESALE SALES, ON -PREMISE MANUFACTURING (BEER
ONLY) IN CONJUNCTION WITH A BREWERY, SPECIFICALLY
TO ALLOW AN EXPANSION, OUTSIDE SEATING AND
ON -PREMISE CONSUMPTION OF ALCOHOLIC 5EVERA6E5
(BEER ONLY).
THE ENTIRE SITE 15 THE PREMISE
LIGHT FIXTURES INCLUDING THE BASE SHALL BE MOUNTED
NO HIGHER THAN THE HIGHEST POINT ON THE PRIMARY
5TRUCTURE OR 26.15 FEET IN HEIGHT.
LIGHTING LEVELS AT THE PROPERTY LINES, INCLUDING
ON-PRE15E 516NA5E MAY NOT EXCEED 5.0 FOOT
CANDLES.
\/IGINITY MAP
SITE
vINE
CASE NAME: GRAPEVINE GRAFT BREWERY
CASE NUMBER: CU14-32
LOCATION: LOT: IR, BLOCK:I
HILLTOP ADDITION
lob E 1124 EAN STREET
MAYOR SECRETARY
DATE:
PLANNING AND ZONING WW155ION
CHAIRMAN
SHEET: OF:
APPROVAL DOES NOT AUTHORIZE ANY
WORK IN CONFLICT WITH ANY CODES
OR ORDINANCES
DEPARTMENT OF DEVELOPMENT SMAGE5
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PARAPET
WXKALA"10& BSUPMW
TO MATCH EXISTING ROOF -TOP PECNAWCAL ESUIPMEN'E CONCRETE TLT-MALL PAWLS TO MATCN EXISTING
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EXISTING CONCRETE TILT -WALL PANELS 11
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EXISTING BUILOIN6—
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STONE VENEER GODUMNS STEEL CHANNEL METAL
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EXISTING WILDINS FACILITY , KEN BUILDING ADDITION
FRONT (!NEST) ELEVATION n,LEFT SIDE (NORTH) ELEVATION �
WAIS, va •ro• •' S®GTION BLTYEEN EXISTING SUILDINB
WALE, va•.rc•
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0 5 15 50 0 5 15 50
EXISTING CONCRETE TILT -YULE PANELS PARAPET WALL TO SCREEN PARA ET WALL TO SCREEN U
-TOP W,RMIrAL BQUIPhffNT ROOF -TOP HEV MIGAL EQAPNie.'T
PROPOSED SUILDINS BBH NV PROPOSED BUILV BBiIND
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EXI5TING BULDING FACILITY 1 NEW WILDING ADDITION EXISTING CONCRETE TILT-WAi.L A.
nRI67HT 5I1:PE (SOUTH) ELEVATION nLEFT 511;)E (NORTH) ELEVATION
acAu+ va .P o• 7VIEW FRAM DALLAS ST. acA�el va°•I+ o
EXHIBIT --LORD oZol�f-
O 5 15 50 Page of
0 5 15 50
X
CONCRETE TILT -WALL PANELS TO N7ATGi E%ISTTNS
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15TIN5 CONCRETE TILT -WALL PAWLS _
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�- �: � �� — — — CASE NAME: 6RAPEYINE GRAFT BREWERY
CASE NUMBER: CUI4-52
LOCATION: LOT: IR, BLOGK:I
o
HILLTOP
2DITIEAN STREET
EXI5TING BUILDING
,. a � 111 -U -1u
MAYOR 5EGRETARY
f
—_--DATE:
11 Mi
- - PLANNING AND TAMING COMMISSION
SHIPMENT DRIVE
EXISTING WILDING FALILII! I NEW WILDING ADDITION
REAR (EAST) ELEVATION THE BUILDINO EXTERIOR
CHAIRMAN (� v
3 VIEW FROM r -m ST. WALL I/b •1 7 MATERIAL 15 100016 MASONRY SHEET: _2._ OF: U
�,1 /� >y�
O 5 15 50 - MEGHANIGAL UNITS SHALL BE ROOF TOP AORKIN LNFLICT NOT (ODES iti T
WORK IN CONFLICT WITH ANY CODES vti
EQUIPMENT BEHIND PARAPET WALLS OR ORDINANCES A==l DEPARTMENT OF DEVELOPMENT SERVICES
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OPEN SPACE DATA CALCULATIONS
REQUIRED
PLANTING LEGEND
OFF-STREET PARKING / VEHICULAR USE AREAS
- SYMBOL
BOTANICAL NAME / COMMON NAME
SIZE
QUANTITY
TREES
REQUIRED LANDSCAPE AREA 10% = 1488
SQ. FT.
TREES
ILEX VOMITORIA
3' CAL MIN.
3
7
PERIMETER LANDSCAPING
YAUPON HOLLY
TRANSPLANT EXIST. 2
EAST 51DE (JEAN STREET)
15' BUFFER
QUERCUS 5HUMARDII
3' CAL. MIN.
3
2 TREES
NORTH SIDE
SHUMARD RED OAK
IO'BUFFER
I TREE PER 50 LF. (289
1 TREES
I TREE
QUERCUS VIRGINIANA
3' CAL. MIN
5
I TREE PER 50 L.F. (103')
2 TREE5
LIVE OAK TRANSPLANT EXISTING
3
10' BUFFER
SHRUBS
I TREE PER 50 L.F. (150)
4 TREES
4 TREES
O
O
HE5PERALOE PARVIFLORA
5 GAL
9
RED YUCCA
7,383 SQ. FT.
19,998 50. FT.
15%
ILEX CORNUTA'BURFORDII NANA
5 GAL
8
15 EXISTING TREES
O
DWARF BURFORD HOLLY
LEUCOPHYLLUM FRUTE5CEN5'DE5FERADO'
5 GAL
G
O
DESPERADO TEXAS SAGE
LOROPETALUM CHINEN5E'PLUM DELIGHT
5 GAL
5
®
CHINESE FRINGE FLOWER
MISCANTHUS 51NEN5i5'GFACII-LIMU5'
5 GAL
3
MAIDEN GRA55
MUHLENBERGIA CAPILLAR15
MUHLEY GRASS
5 GAL
9
SPIRAEA PRUNIFOLIA
5 GAL
G
T
BRIDAL WREATH 5PIRAEA
ANNUALS / PERENNIALS / GROUND COVERS
NAE5ELLA TENU1551MA
I GAL
28
MEXICAN FEATHER GRASS
URIOPE MU5CARI
4" POTS
120
GREEN LIRIOPE
12" ON CENTER
ASIATICUM
TEAS
41, POTS
420
ALNO
JASMINE
2" ON CENTER
TURF - BERMUDA GRA55 50D 6,755 SQ. FT. = 751
SQ. YD5.
NOTE: TOTAL PLANTED AREA FOR MULCH
AND SOIL PREP CALCULATIONS = 1 ,5GO 5Q. FT.
OPEN SPACE DATA CALCULATIONS
IRRIGATION NOTE: INSTALL UNDER GROUND AUTOMATIC IRRIGATION
SYSTEM ON ALL PLANTED AREAS AND TURF AREAS PROVIDING 100% COVERAGE.
' I INCLUDE RAIN AND FREEZE GUARD SENSORS. SYSTEM SHALL BE CONFIGURED
TO PREVENT OVER -SPRAY ON TO STREETS AND SIDEWALKS.
EXISTING
I a UTILITY EASEMENT -\
30' BUILDING UNE I`
EXISTING YAUPON HOLLY
I O' UTILITY EASEMENT,
I
DECOMPOSED GRANITE
COURTYARD / SITTING AREA
2,695 5Q. FT.
TRANSPLANT EXISTING
3' LIVE OAK
EX15TING 14" PECA
EXISTING I G' ELM,
10' WIDE PERIMETER
LANDSCAPE AREA
I O' DRAINAGE #
UTILITY EASEMENT
ALL LANDSCAPING WITHIN THE V151131LITY TRIANGLE5 SHALL
COMPLY WITH THE VISIBILITY TRIANGLE REQUIREMENTS AS
STATED IN SECTION'. J OF THE CITY OF GRAPEVINES
LANDSCAPE REGULATIONS
EXISTING
Page of 00
ter= 18.0a 1=26.98'
SOIL PREP NOTE: ALL PLANTED AREAS SHALL HAVE G' OF PROFESSIONAL
BED MIX BY LIVING EARTH TECHNOLOGY (OR EQUAL) TILLED INTO TOP 10" OF
EXISTING SOIL. REMOVE ALL CONSTRUCTION DEBRIS FROM BED AREAS BEFORE
BED PREP.
EXISTING 3' LIVE OAKS
a UTILITY EASEMENT
G' LIVE OAK
TRIANGLE 10'x 10'
BUILDING UNE
W
LLJ
Iz
z
Q
LLJ
TRIANGLE I O'x 10'
X15TING G" LIVE OAK
X15TING YAUPON HOLLY
O UTILITY EASEMENT
15' WIDE PERIMETER
LAND5CAPE AREA
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DATE
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CHAVOM
DATE:
APPROVAL 0=1111DTAItRWR12EANY
WM BL0ONFL=T4FTHANYOODES OR
GRIDOMMOES.
DEI VIMMENt OF OEY0.3APl@A' SERVC6S
LANDSCAPE PLAN
CASE #
0 8' 1 G' 32'
SCALE: I/ I G' = P- 0" NORTH
REVISIONS BY
8-1-2014 5E8
8-11-2014 5EB
503
SEBA
7-2-2014
I/I6° P -a'
L- I
REQUIRED
PROVIDED
OFF-STREET PARKING / VEHICULAR USE AREAS
INTERIOR LANDSCAPING
GROSS PARKING AREA (18,882 50. FT.)
REQUIRED LANDSCAPE AREA 10% = 1488
SQ. FT.
TREES
(I TREE PER 400 5Q. FF, OF REQUIRED)
5
7
PERIMETER LANDSCAPING
EAST 51DE (JEAN STREET)
15' BUFFER
15' BUFFER
I TREE PER 50 L.F. (1039
2 TREE5
2 TREES
NORTH SIDE
10 BUFFER
IO'BUFFER
I TREE PER 50 LF. (289
1 TREES
I TREE
WEST 51DE
10 BUFFER
IO BUFFER
I TREE PER 50 L.F. (103')
2 TREE5
2 TREE5
SOUTH 51DE
10' BUFFER
10' BUFFER
I TREE PER 50 L.F. (150)
4 TREES
4 TREES
NON -VEHICULAR OPEN SPACE
MIN. 15% OF TOTAL SITE
(49,218 SQ. FT.)
7,383 SQ. FT.
19,998 50. FT.
15%
40%
38% 1 TREE PER 3,000 50. FT,
3 TREES
15 EXISTING TREES
IRRIGATION NOTE: INSTALL UNDER GROUND AUTOMATIC IRRIGATION
SYSTEM ON ALL PLANTED AREAS AND TURF AREAS PROVIDING 100% COVERAGE.
' I INCLUDE RAIN AND FREEZE GUARD SENSORS. SYSTEM SHALL BE CONFIGURED
TO PREVENT OVER -SPRAY ON TO STREETS AND SIDEWALKS.
EXISTING
I a UTILITY EASEMENT -\
30' BUILDING UNE I`
EXISTING YAUPON HOLLY
I O' UTILITY EASEMENT,
I
DECOMPOSED GRANITE
COURTYARD / SITTING AREA
2,695 5Q. FT.
TRANSPLANT EXISTING
3' LIVE OAK
EX15TING 14" PECA
EXISTING I G' ELM,
10' WIDE PERIMETER
LANDSCAPE AREA
I O' DRAINAGE #
UTILITY EASEMENT
ALL LANDSCAPING WITHIN THE V151131LITY TRIANGLE5 SHALL
COMPLY WITH THE VISIBILITY TRIANGLE REQUIREMENTS AS
STATED IN SECTION'. J OF THE CITY OF GRAPEVINES
LANDSCAPE REGULATIONS
EXISTING
Page of 00
ter= 18.0a 1=26.98'
SOIL PREP NOTE: ALL PLANTED AREAS SHALL HAVE G' OF PROFESSIONAL
BED MIX BY LIVING EARTH TECHNOLOGY (OR EQUAL) TILLED INTO TOP 10" OF
EXISTING SOIL. REMOVE ALL CONSTRUCTION DEBRIS FROM BED AREAS BEFORE
BED PREP.
EXISTING 3' LIVE OAKS
a UTILITY EASEMENT
G' LIVE OAK
TRIANGLE 10'x 10'
BUILDING UNE
W
LLJ
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LLJ
TRIANGLE I O'x 10'
X15TING G" LIVE OAK
X15TING YAUPON HOLLY
O UTILITY EASEMENT
15' WIDE PERIMETER
LAND5CAPE AREA
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CASENAME:
CASE NLS
LOCATM
PAYOR SHRIE-TARY
DATE
PIA1000ANDZOIANIi I
CHAVOM
DATE:
APPROVAL 0=1111DTAItRWR12EANY
WM BL0ONFL=T4FTHANYOODES OR
GRIDOMMOES.
DEI VIMMENt OF OEY0.3APl@A' SERVC6S
LANDSCAPE PLAN
CASE #
0 8' 1 G' 32'
SCALE: I/ I G' = P- 0" NORTH
REVISIONS BY
8-1-2014 5E8
8-11-2014 5EB
503
SEBA
7-2-2014
I/I6° P -a'
L- I
5/9' IRF
S 39.59'4
CONSTRUCTION MATERIALS AND METHODS SHALL BE PER NORTH CENTRAL
TEXAS COUNCIL OF GOVERNMENTS (NCTCOG) AND IN STRICT ACCORDANCE
WITH THE CITY OF GRAPEVINE'S STANDARD DETAILS.
D21-097 PAVING PLAN.dgn 8112/2014 3:28:50
BENCHMARK:
CITY OF GRAPEVINE MONUMENT #3 - 9.0' ALUMINUM ROD WITH
'CAP SET 0.6' BELOW ACCESS COVER. ACCESS COVER IS STAMPED.
"CITY OF GRAPEVINE. MON. 3". MONUMENT IS LOCATED AT THE
INTERSECTION OF_SC RISNER AND SHADY BROOK INSIDE THE
GRAPEVINE PUBLIC WORKS FACILITY.
1 " S®
page .5- of
SCALE V - 2W
o p to w
PAVING LEGEND
7" THICK CONCRETE PAVEMENT W/ #3 BARS
m 18" O.C.E.W. (DUWSTER AREA)
6" THICK CONCRETE PAVEMENT W/ #3 BARS
u 18" O. C.E.W. (FIRE LANE)
4" THICK CONCRETE SIDEWALK W/ #3 BARS
m 18" O.C.E.W.
CASE NAME:
CASE NUMBER:
LOCATION:
MAYOR SECRETARY
DATE:
PLANNING AND ZONING COMMISSION
CHAIRMAN
DATE: y�
SHEET.' � OF S
APPROVAL DOES NOT AUTHORIZE ANY
WORK IN CONFLICT WITH ANY CODES OR
ORDINANCES.
'DEPARTMENT OF DEVELOPMENT SERVICES
GENERAL NOTES FOR PAVING
1. STREET CUT PERMIT (ISSUED BY PUBLIC WORKS DEPARTMENT) IS REQUIRED BEFORE
CUTTING IN ANY CITY STREET.
2. THE TOP FOUR (4") INCHES OF TOP SOIL SHALL BE REMOVED FROM SITE AND
STOCKPILED FOR LANDSCAPE USE.
3. ALL FILL AND STABILIZATION PROCEDURES SHALL BE PER GEOTECHNICAL REPORT.
AT MINIMUM. SELECT FILL SHALL BE PLACED IN G" LIFTS AND COMPACTED TO 95%
STANDARD PROCTOR DENSITY. FIELD DENSITY TESTS SHALL BE PERFORMED BY
GEOTECHNICAL ENGINEER OR HIS REPRESENTATIVE. ALL COSTS FOR TESTING SHALL
BE BORNE BY THE CONTRACTOR.
4. DRAINAGE SHALL NOT BE DIRECTED TOWARD THE BUILDING PAD. PROVIDE A
MINIMUM OF 1% SLOPE AROUND BUILDING PAD.
5. ALL CONCRETE SHALL BE 3.600 PSI AT 28 DAYS. TWO TEST CYLINDERS SHALL BE
TAKEN BY AN APPROVED TESTING LABORATORY EACH DAY CONCRETE IS POURED.
SEVEN DAY AND TWENTY-EIGHT DAY TEST RESULTS SHALL BE FURNISHED TO THE
OWNER AND ENGINEER. ALL COSTS FOR TESTING SHALL BE BORNE BY THE CONTRACTOR.
SUBGRADE STABILIZATION SHALL BE PER CITY STANDARD DETAIL.
6. SAW JOINTS SHALL BE CUT ON MAXIMUM FIFTEEN (15') FOOT CENTERS WITHIN 24
HOURS FOLLOWING EACH POUR. CONTRACTOR SHALL SUBMIT SHOP DRAWING OF
INTENDED JOINT LAYOUT TO ENGINEER FOR APPROVAL PRIOR TO CONSTRUCTION.
7. SIX (6") INCH CURB SHALL BE INSTALLED INTEGRAL WITH CONCRETE PAVEMENT.
SAW JOINTS SHALL EXTEND THROUGH THE CURB.
8. REFERENCE SITE PLAN FOR DETAILED DIMENSION LAYOUT.
9. CONTRACTOR SHALL FURNISH ALL CONSTRUCTION STAKING.
10. ALL PARKING LOT PAVING SHALL BE 5" THICK REINFORCED CONCRETE W/ # 3 BARS
AT 18" CTRS. ON SUBGRADE COMPACTED TO 95% STANDARD PROCTOR DENSITY OR
AS SPECIFIED PER GEOTECHNICAL REPORT. DUMPSTER AREAS SHALL BE T" THICK.
FIRE LANES AND TRAFFIC LANES SHALL BE 6" THICK.
11. PUBLIC SIDEWALKS SHALL BE CONSTRUCTED PER CITY OF GRAPEVINE STANDARDS.
12. SEE GRADING PLAN FOR FINISHED PAVEMENT ELEVATIONS.
13. CONTRACTOR SHALL PAINT 8 STRIPE ALL PARKING AS SHOWN. CONTRACTOR
SHALL ALSO PROVIDE CONCRETE RAMPS. SIGNS. AND CURB STOPS AS SHOWN.
(n
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J LU= z
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LLIU L a J
L- Q Q w
0 f_
UL
U
F
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SHEET
C1.02
rv+r�
TOOLED EDGES
21-W 1 T
4"
#4 BARS @ 18" C.C.E.W. J7
CONSTRUCTION JOINT
AT CORNERS
3'-0" #4 BARS @ 18" C -C
INLET SIZE
T
W
ZSQUARE
7'
2'- W
WSOUARE
7-
4'-0'
S SQUARE
8"
5'-0"
6' SQUARE
9"
B'- 0'
TSQUARE
9'
T-0'
6 SQUARE
9'
B'-0"
EXHiBrr/ % i
Page
GENERAL NOTES FOR DROP INLET
1. EXCAVATION FOR MANHOLE TO BE INCLUDED IN THE UNIT
PRICE BID FOR MANHOLE.
2. DEPTH OF DROP INLET FROM FINISHED GRADE TO FLOW
LINE OF INLET VARIABLE. APPROXIMATE DEPTH WILL BE
SHOWN ON PLANS AT LOCATION OF INLET.
3. ALL STANDARD DROP INLETS SHALL HAVE ONE OPENING
ON EACH SIDE UNLESS SHOWN OTHERWISE ON PLANS.
TOOLED EDGES
W+2T
vy T 2'-0.
ru r_
____16, min 1 «
SECTION A -A
STANDARD DROP INLET
N.T.S.
12"D.C.E.W.
r>�
AREA DRAIN INLET DETAIL
N.T.S.
GENERAL NOTES
1021-097 DA MAP.d9n 8/12/2014 326:28
ALL CONCRETE SHALL BE CLASS "A" (5 BAGS OF CEMENT PER C.Y. AND A MINIMUM
COMPRESSIVE STRENGTH AT 28 DAYS OF 3000 PSI). ALL EXPOSED CORNERS SHALL
BE CHAMFERED 3N".
IN GENERAL, REINFORCING STEEL SHALL BE NO.4 BARS, ON 12" CENTERS EACH WAY
FOR GUTTER, BOTTOM SLAB, ENDS, AND FRONTAND BACK WALLS, AND NO.4 BARS
ON V CENTERS EACH WAY FOR TOP SLAB IN BOTH INLETS AND EXTENSIONS.
ADDITIONAL REINFORCING STEEL SHALL BE PLACED AROUND MANHOLES AS SHOWN.
ALL REINFORCING STEEL SHALL BE OPEN HEARTH NEW BILLET STEEL OF INTERMEDIATE
OR HARD GRADE CONFORMING TO ASTM A-15. DEFORMATIONS SHALL CONFORM TO
ASTMA30556T.
ALL REINFORCING STEEL SHALL HAVE A MINIMUM COVER OF 2'. 8'-0" OF EXISTING CURB
AND GUTTER UPSTREAM AND 4'-0" OF EXISTING CURB AND GUTTER DOWNSTREAM SHALL
BE REMOVED AND RE -POURED INTEGRALLY WITH EACH INLET.
DIMENSIONS RELATING TO REINFORCING STEELARE TO THE CENTER OF BARS
ALL BACKFILL SHALL BE PERFORMED BY MECHANICALTAMPING.
4'
- #4 BARS @ 18" C.C.E.W.
CONSTRUCTION JOINT
ATCORNERS
T -O' 04 BARS @ 18' G -C
LEGEND
'690_--_
EXISTING ELEVATION CONTOUR
690 ---
LU
W
MARK
PROPOSED ELEVATION CONTOUR
C
FLOW DIRECTION
Is
CIN/HR)
DRAINAGE DIVIDE
A
DRAINAGE AREA
CONSTRUCTION MATERIALS AND METHODS SHALL BE PER NORTH CENTRAL
TEXAS COUNCIL OF GOVERNMENTS (NCTCOG) AND IN STRICT ACCORDANCE o
®!�q WITH THE CITY OF GRAPEVINE'S STANDARD DETAILS.
OQ;j Z IR
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GALLAS ROAQ-__..-.--------------------
I
x' xx ws.rc.«• ro' u.c. '
\ I
I I IiR I i 8
ROP INLET
Al
Fr
4 �I
til p
Q
rxe LOT 2. BLOCK 1. M & H ADDITION
CAB. A. SLIDE 10901 P.R.T.C.T.
PROPOSED STORM DRAIN
NOTESt
1. RATIONAL METHOD CIA - Q
2. DRAINAGE DESIGNED PER CITY OF GRAPEVINE STANDARDS,
3. C FACTOR OF 0.90 USED FOR COMMERCIALINDUSTRIAL AREAS.
4. RAINFALL INTENSITY FROM TP -40.
CASE NAME:
CASE NUMBER
LOCATION:
MAYOR' SECRETARY
DATE: .
PLANNING AND ZONING COMMISSION
CHAIRMAN
DATE: QL
SHEET: - 4 IF 'v
Q
POST -DEVELOPED SITE DRAINAGE
DATA
LU
W
MARK
AREA
(ACRE)
C
Tc
(MIN.)
Is
CIN/HR)
Iwo
(IN/HR)
Qs
(CFS)
0"
(CFS)
NOTES
Al
0.19
0.90
10
6.6
11.6
1.1
2.0
TO AREA A2
A2
0.80
0.90
10
6.6
11.6
4.8
8.4
TO JEAN STREET
A3
0.05
0.90
10
6.6
11.6
0.3
0.5
TO 2' DROP INLET
A4
0.12
0.90
10
6.6
11.6
0.7
1.3
TO AREA DRAINS
s »W
o
�d Z V
NOTESt
1. RATIONAL METHOD CIA - Q
2. DRAINAGE DESIGNED PER CITY OF GRAPEVINE STANDARDS,
3. C FACTOR OF 0.90 USED FOR COMMERCIALINDUSTRIAL AREAS.
4. RAINFALL INTENSITY FROM TP -40.
CASE NAME:
CASE NUMBER
LOCATION:
MAYOR' SECRETARY
DATE: .
PLANNING AND ZONING COMMISSION
CHAIRMAN
DATE: QL
SHEET: - 4 IF 'v
APPROVAL DOES NOT AUTHORIZE ANY
WORK IN CONFLICT WITH ANY CODES OR
ORDINANCES.
' DEPARTMENT OF DEVELOPMENT SERVICES ((�1
n
SCALE T. - 30' LiL
SHEET
o u ao no
101.03
Q
LU
W
F-
W
Q
LU LU
Q.
w Ov
Om
z
Lli
U
U_ CC
cc
Q
0
Q W
W
co
U
Q
Z
O
w W
z z
Z
Q
U
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0-D-
W
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CC
LL
O}
F-
U
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.41
W gQ 0
� w I �
0
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_ Y
APPROVAL DOES NOT AUTHORIZE ANY
WORK IN CONFLICT WITH ANY CODES OR
ORDINANCES.
' DEPARTMENT OF DEVELOPMENT SERVICES ((�1
n
SCALE T. - 30' LiL
SHEET
o u ao no
101.03
CONSTRUCTION MATERIALS AND METHODS SHALL BE PER NORTH CENTRAL
TEXAS COUNCIL OF GOVERNMENTS (NCTCOG) AND IN STRICT ACCORDANCE
WITH THE CITY OF GRAPEVINE'S STANDARD DETAILS.
X' IN CONC.(C.M.
MATCH EXISTING FINISHED FLOOR ELEVATION
618.95 -/- (VERIFY PRIOR TO CONSTRUCTION AND
NOTIFY ENGINEER OF ANY DISCREPANCIES
NSTRUCT 2' DROP INLETL
ROAT - 617.50
615.50
2NISH AND INSTAL
15 L.F. 12" STORM DRAIN
E a 0.85'/ (RCP
PRIVAT
I
CONSTRUCT AREA DRAIN
TOP - 618.33
FL • 615.38
CONSTRUCT AREA DRAIN
TOP- 616.33
FL - 615.17
CONSTRUCT AREA DRAM
TOP • 618.33
FL - 614.93
-!I 1/2' IRF
II
Z 8T 6i 7.35
o r etim �
T 617.80
y GT'617.3G � q
a -
T 617.75
m G 617.25
,~
uo
o _.
TC 617.50
'.GT 617.00
mJ i
FFTAtNt NG-
HIMAPORTANT111
CONTOURS REPRESENT FINISHED GRADES. ALL
PAVING SHALL BE EXCAVATED TO SUBGRADE PER
TYPICAL PAVING SECTIONS (SEE DETAILS). 5/8' IRF 'BHB' CAP
-0.43'
III CRITICAL W
LOCATIONS OF EXISTING UTILITIES ARE APPROXIMATE
AND ARE BASED ON PUBLIC RECORDS. THE CONTRACTOR
IS COMPLETELY RESPONSIBLE FOR LOCATING ALL EXISTING
UTILITIES, BOTH HORIZONTALLY AND VERTICALLY, BEFORE
THE COMMENCEMENT OF ANY CONSTRUCTION.
!CONTRACTOR NOTICE I
ALL SIDEWALKS,AND PAVED AREAS,REQUIRING ADA ACCESS SHALL BE
.CONSTRUCTED WITH 5% (MAX.) SLOPE AND 2.07 (MAX.) CROSS SLOPE IN
'ORDER TO ENSURE A.D.A. ACCESS TO ALL ENTRANCES. IF ANY GRADES
AND/OR CONTOURS SHOWN ON THIS PLAN CONFLICT WITH THESE
PARAMETERS, THE CONTRACTOR SHALL REPORT SUCH DISCREPANCIES
(IN WRITING) FOR RECONCILIATION BEFORE CONSTRUCTION COMMENCES.
021-097 GRADING PLAN.d9R
DALLAS
EXHIBITo/�
Page ! f
P. R. T. C. T.
N 85.34'21' E 8.50'
1/2' IRF '3688 .._. _...-..--.._.._.._.._.._-._.._.._.._.._.._
�m 1o' U.E.
r ----------------
6
-- m
N� Iw
w (" LOT LR. BLOCK 1 to
HILLTOP ADDITION IN
m CAB. A, SLIDE 11987 P.R.T.C.T.
FF 618.45
m i u EXISTING BUILDING
m iii I / (TO REMAIN)
TP 618.85 9
DUH TP 618.60
CONC
ROUGH GRADING SHALL BE WITHIN 0.1 FT - OR - OF FINISHED GRADES SHOWN.
.s
UNDER PAVEMENT AND/OR BUILDING FINISHED FLOORS, FINISHED GRADES SHALL
I !
BE CONSTRUCTED TO THE TOP OF SUBGRADE. THE CONTRACTOR IS RESPONSIBLE
-lop
(CI M. I !
GRADES AS SHOWN ON THE PLANS CONFLICT WITH TAS/PDA ACCESSIBILITY
GUIDELINES, THE DISCREPANCIES SHALL BE REPORTED IMMEDIATELY, IN WRITING,
i !
TO THE ENGINEER FOR RECONCILIATION.
GT 614.00
FURNISH AND INSTALL
LVii
4X4" DIA. DUCTILE IRON STORM
TC 615,75
GT 615.25
i
DRAIN LINE
(FL AT CURB 613.05 •/-)
Nkt, '8 , CAP BEARS
11 FINAL GRADING NOTE It --
FINISHED GRADES SHOWN HEREON REPRESENT
TOP OF PAVING, TOP OF SOD MID/OR LANDSCAPING,
LESS NOTED OTHERWISE.
UNDER NO CIRCUMSTANCES SHALL SOD OR
-LANDSCAPING BE PLACED ABOVE THE BRICK
LEDGE. FINAL GRADE SHALL ENSURE POSITIVE
FLOW AWAY FROM THE BUILDING AND OTHER
STRUCTURES.
SITE GRADING LEGEND
FF - FINISHED FLOOR
TP - TOP PAVEMENT
TI- TOP INLET
TG TOP GRATE INLET
TC - TOP CURB
GT - GUTTER
FG FINISHED GRADE
TIN TOP WALL
BW - BOTTOM WALL
FL FLOW LINE
IIS♦ FLOW DIRECTION
-.«- EXISTING ELEVATION CONTOUR
--620- PROPOSED ELEVATION CONTOUR
IP.1R. T.tC. TL 11 �
ROUGH GRADING SHALL BE WITHIN 0.1 FT - OR - OF FINISHED GRADES SHOWN.
!
UNDER PAVEMENT AND/OR BUILDING FINISHED FLOORS, FINISHED GRADES SHALL
I !
BE CONSTRUCTED TO THE TOP OF SUBGRADE. THE CONTRACTOR IS RESPONSIBLE
FOR VERIFICATION OF ADA ACCESSIBILITY TO ALL DOORWAYS, ETC. IF ANY
(CI M. I !
GRADES AS SHOWN ON THE PLANS CONFLICT WITH TAS/PDA ACCESSIBILITY
GUIDELINES, THE DISCREPANCIES SHALL BE REPORTED IMMEDIATELY, IN WRITING,
i !
TO THE ENGINEER FOR RECONCILIATION.
GT 614.00
SS- 616.25. rLL..
{AND INSTALL
A" STORM DRAIN
6A6.85% (RCP - PRIV
616.50
e' PVC TP 615.62
RIM ELEV•618.5
FL•NORTH 60R.6tIN18' PVC LOT 2, BLOCK 1, M & H ADDITION
EAST 609.5(OUT)W PVC
CAB. A. SLIDE 10901 P. R. T. C. T.
CASE NAME:
CASE NUMBER:
LOCATION:
MAYOR SECRETARY
DATE
PLANNING AND ZONING COMMISSION
CHAIRMAN
DATE q
SHEET: . 7 OF
APPROVAL DOES NOT AUTHORIZE ANY
WORK IN CONFLICT WITH ANY CODES OR
ORDINANCES.
DEPARTMENT OF DEVELOPMENT SERVICES
0 614.25
y 1
�-
I el
I!
' TP 617.85
TO
GT 614.00
FURNISH AND INSTALL
4X4" DIA. DUCTILE IRON STORM
TC 615,75
GT 615.25
i
DRAIN LINE
(FL AT CURB 613.05 •/-)
Nkt, '8 , CAP BEARS
J,
A
3506'53' E 0.47'
1/2'.IP�' BARS
67.31'31LL2 M 1.41'
SS- 616.25. rLL..
{AND INSTALL
A" STORM DRAIN
6A6.85% (RCP - PRIV
616.50
e' PVC TP 615.62
RIM ELEV•618.5
FL•NORTH 60R.6tIN18' PVC LOT 2, BLOCK 1, M & H ADDITION
EAST 609.5(OUT)W PVC
CAB. A. SLIDE 10901 P. R. T. C. T.
CASE NAME:
CASE NUMBER:
LOCATION:
MAYOR SECRETARY
DATE
PLANNING AND ZONING COMMISSION
CHAIRMAN
DATE q
SHEET: . 7 OF
APPROVAL DOES NOT AUTHORIZE ANY
WORK IN CONFLICT WITH ANY CODES OR
ORDINANCES.
DEPARTMENT OF DEVELOPMENT SERVICES
0 614.25
y 1
I el
I i
' TP 617.85
TO
GT 614.00
FURNISH AND INSTALL
4X4" DIA. DUCTILE IRON STORM
TC 615,75
GT 615.25
i
DRAIN LINE
(FL AT CURB 613.05 •/-)
Nkt, '8 , CAP BEARS
J,
A
3506'53' E 0.47'
1/2'.IP�' BARS
67.31'31LL2 M 1.41'
WNW -1 -M BRIM ELEV•613.1
FL -EAST 606.3(IMS' PVC
TOPT- 614.7$ I NORTH 606.3(IN)6' PVC
1 SOUTH 60G.2(0t1T)8' PVC
FL 12" - 613.2$
PROPERTY LINE
PROPOSED SWALE j Y
PROPOSED PAVEMENT
\ I
I
I
1
SECTION A -A
N.T.S.
CONSTRUCTION NOTES:
AREAS DISTURBED BY CONSTRUCTION WILL BE FULLY
SODDED WITH NATIVE BERMUDA GRASS OR HYDROMULCHED
AS DIRECTED BY ENGINEER.
ALL CONCRETE INTERFACES AND CHANGES IN CONCRETE
THICKNESS WILL HAVE AN EXPANSION JOINT FURNISHED AND
INSTALLED IN ACCORDANCE WITH THE DETAILS PROVIDED.
ALL SIDEWALKS SHALL CONFORM TO A.D.A. REQUIREMENTS.
ALL SIDEWALKS SHALL BE BACKFILLED TO FINISHED GRADE
SO AS NOT TO IMPEDE DRAINAGE.
u;C, ALL EXISTING/NEW CONCRETE INTERFACES SHALL BE PROVIDED
L-1 WITH DOWELED EXPANSION JOINT CONSISTING OF PREMOLDED
EXPANSION JOINT MATERIAL AND SEALANT.
MATCH ALL WATER METERS, SANITARY SEWER CLEANOUTS,
ETC. WITH FINISHED GRADE.
GENERAL NOTES FOR GRADING
1, CONTRACTOR IS RESPONSIBLE FOR DEMOLITION OF EXISTING STRUCTURES
INCLUDING REMOVAL OF ANY EXISTING UTILITIES THAT MAY CONFLICT WITH
PROPOSED LAYOUT.
2. THE TOP FOUR (49 INCHES OF TOP SOIL SHALL BE REMOVED FROM SITE AND
STOCKPILED FOR LANDSCAPE USE. ALL CUT OR FILL SLOPES TO BE 3H:1V OR
FLATTER UNLESS OTHERWISE NOTED.
3. THE CONTRACTOR SHALL RESTORE ALL AREAS DISTURBED BY CONSTRUCTION TO THE
ORIGINAL CONDITION OR BETTER. RESTORED AREAS INCLUDE, BUT ARE NOT LIMITED
TO, TRENCH BACKFILL, SIDE SLOPES, FENCES, IRRIGATION SYSTEMS, CULVERT
PIPES, DRAINAGE DITCHES, DRIVEWAYS, PRIVATE YARDS, ROADWAYS, ETC.
4. ALL FILL AND STABILIZATION PROCEDURES SHALL BE PER GEOTECHNICAL REPORT.
AT MINIMUM, SELECT FILL SHALL BE PLACED IN 6" LIFTS AND COMPACTED TO 95Y.
STANDARD PROCTOR DENSITY. FIELD DENSITY TESTS SHALL BE PERFORMED BY
GEOTECHNICAL ENGINEER OR HIS REPRESENTATIVE. ALL COSTS FOR TESTING SHALL
BE BORNE BY THE CONTRACTOR.
5. DRAINAGE SHALL NOT BE DIRECTED TOWARD THE BUILDING PAD. PROVIDE A
MINIMUM OF 17. SLOPE AROUND BUILDING PAD.
6. SEE PAVING PLAN FOR CONCRETE SPECIFICATIONS AND JOINT LAYOUT.
7. CONTRACTOR SHALL FURNISH ALL CONSTRUCTION STAKING.
8. ALL PARKING LOT PAVING SHALL BE REINFORCED PER PAVING PLAN.
9. ALL PUBLIC SIDEWALKS SHALL BE CONSTRUCTED PER CITY OF GRAPEVINE STANDARDS.
10. CONTRACTOR SHALL ADHERE TO ALL TERMS AND CONDITIONS AS OUTLINED
IN THE GENERAL T.P.O.E.S. PERMIT FOR STORM WATER DISCHARGE ASSOCIATED
WITH CONSTRUCTION ACTIVITIES.
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CONSTRUCTION MATERIALS AND METHODS SHALL BE PER NORTH CENTRAL
TEXAS COUNCIL OF GOVERNMENTS (NCTCOG) AND IN STRICT ACCORDANCE
WITH THE CITY OF GRAPEVINE'S STANDARD DETAILS.
_.1021-097 UTILITY PLAN.dgR 811212014
IN CONC.
5/8' IRF '8148' CAP
S 39.59'06' E -0.43'
1/2' IRF
I11/2' IRF N 65'58'46__ E- 54�---
DALLAS
EXHIBrr ® + 2 (J/ T *NOTE:
PLUMBING PLANS WILL NEED TO NOTE BACKFLOW _
PREVENTION DEVICES ON DOMESTIC AS REQUIRED
BY TCEO.
EXISTING IRRIGATION
AFTER W/ SERVICE
• N 85'34'21' E �_, '
..._.._.._.._.._..'o U.E. - -._. _.- ---------
\ i 1112' ( '(CI.M.)
LOT LR, BLOCK i
HILLTOP ADDITION
CAB, A, SLIDE 11987 P.R.T.C.T.
FF 618.95
EXISTING BUILDING
i (TO REMAIN)
Em
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1//A 1 V4 0A I iI 1 CONC
LOT 1, BLOCK 1 EXISTING 6" PVC
SLAGLE ADDITION SEWER SERVICE
CAB. A. SLIDE 12965 P. R. T. C. T. (PRIVATE)
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ERIM ELEY-618.5 FURNISH AND INSTALL: i w
i ( T 611.4tIN)8' PVC 1 - 6"x6" TAPPING SLEEVE AND VALVE
I s6 GII,3(0UT)8' PVC W/ BOX
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RIM ELEV-618.5
FL -NORTH 609.6(IN)S' PVC
EAST 609.5(OUT)8' PVC
1 - 90• x 6" BEND (M.J.) ( o
112 L.F. 6" DIA. C-900 PVC
WATER PIPE (FIRE LINE).
1 - DETECTOR CHECK VALVE AND VAULT
(PLUG 5' FROM BUILDING) -�- -
lo' D a U.E. (SAW -CUT, REMOVE AND ss -
REPLACE CONCRETE PAVEMENT _
---=4-;;IAS REQUIRED)
EXISTING 4"
SS SERVICE
SL. I
T.
CASE NAME:
CASE NUMBER:
LOCATION:
MAYOR SECRETARY
DATE:
PLANNING AND ZONING COMMISSION
CHAIRMAN
DATE:
SHEET.- _% OF : r
APPROVAL DOES NOT AUTHORIZE ANY
WORK IN CONFLICT WITH ANY CODES OR
ORDINANCES.
DEPARTMENT OF DEVELOPMENT SERVICES
NO 1" DOMESTIC
ADJUST/RELOCATE EXISTING
WATER METER BOX
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24 L.F. 6" DIA. PVC
SANITARY SEWER SERVICE
m 1.00% MIN. SLOPE. WITH
CLEANOUT AT BUILDING
EXISTING 6" PVC
SEWER SERVICE
!PRIVATE - 0.5% SLOPE)
1
FURNISH AND INSTALL
A 1 1.5" SERVICE TAP
1 - 1.5" DOMESTIC METER
1 - 2" x 90• BEND
86 L.F. 2' WATER SERVICE
(PLUG 5' FROM BUILDING)
(SAW -CUT, REMOVE AND
1 REPLACE CONCRETE PAVEMENT
AS REQUIRED)
UTILIZE EXISTING METER
FOR IRRIGATION SERVICE
FL•EPBT ¢06.6(IN )6' PVC
NORTFI 606.3(IN)6' PVC
BOUT 696.2/0UT )B' PVC
s 1 SCALE 2V - 20' w
!I! CRITICAL !!!
LOCATIONS OF EXISTING UTILITIES ARE APPROXIMATE
AND ARE BASED ON PUBLIC RECORDS, THE CONTRACTOR
IS COMPLETELY RESPONSIBLE FOR LOCATING ALL EXISTING
UTILITIES. BOTH HORIZONTALLY AND VERTICALLY. BEFORE
THE COMMENCEMENT OF ANY CONSTRUCTION.
UTILITY RELOCATION NOTE:
IF ANY EXISTING UTILITY POLES. POWER POLES,
GUY WIRES, TELEPHONE UTILITIES. ETC. ARE FOUND
TO BE IN CONFLICT WITH THESE CONSTRUCTION PLANS.
THE CONTRACTOR SHALL CONTACT THE APPROPRIATE
UTILITY COMPANY AND COORDINATE THE RELOCATION OF
ANY AND/OR ALL SUCH UTILITIES (NO SPECIAL PAY).
ALL EXCAVATION. TRENCHING AND SHORING OPERATIONS SHALL COMPLY
WITH THE REQUIREMENTS OF THE U.S. DEPARTMENT OF LABOR, OSHA,
CONST. SAFETY AND HEALTH REGULATIONS". VOL. 29, SUB PART P,
PG. 128-137, AND ANY AMENDMENTS THERETO.
GENERAL NOTES FOR WATER IMPROVEMENTS
1. ALL WATER LINES SHALL BE PVC PIPE CONFORMING TO AWWA STANDARD
C900 DR -14 OR POLYETHYLENE (PE) PRESSURE PIPE AWWA C-906 DR 9 (200 PSI)
PIPE COLOR CODED BLUE OUTSIDE FOR WATER LINE. WITH NSF SEAL.PRESSURE
TESTED AND DISINFECTED IN ACCORDANCE WITH THE NCTCOG STD. SPECS.
WATER MAINS TO HAVE A MINIMUM OF 48" COVER TO TOP OF PIPE AS
MEASURED FRDM THE TOP OF PIPE TO THE EXISTING GROUND OR PROPOSED
FINISHED GRADE, WHICHEVER IS GREATER. SERVICE LINE CONNECTORS SHALL
BE COMPRESSION -TYPE WITH STAINLESS 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 SPECIFIED OTHERWISE
AND DETAILED, BACKFILL SHALL BE SELECT MATERIAL COMPACTED TO 95%
STANDARD PROCTOR DENSITY.
4. ALL SERVICES TO METER TO BE 1" DIAMETER, TYPE K COPPER AS SPECIFIED
IN ASTM B88 UNLESS NOTED OTHERWISE.
5. UTILITY CONTRACTOR TO FURNISH AND INSTALL WATER METER BOXES AFTER
THE PAVING CONTRACTOR HAS BEEN COMPLETED.
6. ALL FIRE HYDRANT ASSEMBLIES 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 LINES LOCATED WITHIN AREAS OF PAVEMENT SHALL HAVE THE TOP 8" OF
BACKFILL 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 MAY BE MADE TD
LESSEN DAMAGE TO THE ROAD PAVEMENT OR WHEN OTHER UTILITY LOCATIONS.
TREES, OR STRUCTURES WARRANT SUCH AN ADJUSTMENT.
10. ALL WATER LINES AND APPURTENANCES SHALL BE INSTALLED IN STRICT
ACCORDANCE WITH THESE PLANS, THE RULES, REGULATIONS. POLICIES AND
PROCEDURES OF THE CITY OF EULESS.
11. ALL PVC PIPE AND APPURTENANCES (FITTINGS, VALVES. NIPPLES. ETC.)
3" DIA. AND SMALLER SHALL BE CONSTRUCTED AS SHOWN.
12. ALL TAPPING SLEEVES SHALL BE FULL BODIED CAST IRON.
BFB' CAP BEARS GENERAL NOTES FOR SANITARY SEWER
35.06'53^ E 0.47'
67.31' W 1.3 M 1.41'
1. ALL PROPOSED SANITARY SEWER PIPE SHALL BE PVC SDR -35.
RIM ELEV-613.1 2. WHEN A PROPOSED SEWER LINE CROSSES AN EXISTING WATER LINE. THE
FL -EAST 606.3(1N)8' PVC CONTRACTOR SHALL INSTALL ONE 20 FOOT JOINT OF DR -18 (C-900) ON THE
NORTH 606.31 IN )8' PVC SEWER LINE. CENTERED ON THE WATER LINE. USING SOR-26 TO C-900
SOUTH 606.2(DUT)8' PVC ADAPTORS. NO SPECIAL PAY WILL BE PERMITTED FOR THIS ITEM.
3. ALL PROPOSED SEWER LINES ARE TO BE LOCATED AS SHOWN ON THE PLANS.
ADJUST �EXISTING ALL LINES LOCATED WITHIN AREAS OF PAVEMENT SHALL HAVE THE TOP 8" OF
FIRE HYBACKFILL REPLACED WITH CRUSHED STONE INCLUDING SERVICES.
REQUIRE
4. ALL SEWER LINES SHALL BE INSTALLED PER CITY BRABDWBBS. STANDARDS.
5. ALL WATER MAIN CLEARANCE FOR PARALLEL SANITARY SEWER MAIN SHALL
BE A MINIMUM SEPARATION OF 3 FEET VERTICAL AND 9 FEET HORIZONTAL.
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DALLAS
EXHIBrr ® + 2 (J/ T *NOTE:
PLUMBING PLANS WILL NEED TO NOTE BACKFLOW _
PREVENTION DEVICES ON DOMESTIC AS REQUIRED
BY TCEO.
EXISTING IRRIGATION
AFTER W/ SERVICE
• N 85'34'21' E �_, '
..._.._.._.._.._..'o U.E. - -._. _.- ---------
\ i 1112' ( '(CI.M.)
LOT LR, BLOCK i
HILLTOP ADDITION
CAB, A, SLIDE 11987 P.R.T.C.T.
FF 618.95
EXISTING BUILDING
i (TO REMAIN)
Em
t/2
1//A 1 V4 0A I iI 1 CONC
LOT 1, BLOCK 1 EXISTING 6" PVC
SLAGLE ADDITION SEWER SERVICE
CAB. A. SLIDE 12965 P. R. T. C. T. (PRIVATE)
FL•N ST 6 9 I )B14P C I�
mi w I-�-�-�-�-�-EA 11
TT 609 O)P
U )8'
-�_�
SS' --
-.---SS_--..----a&'-5.f-E-._-_.-----------.}--.---i
------------------- I I
ERIM ELEY-618.5 FURNISH AND INSTALL: i w
i ( T 611.4tIN)8' PVC 1 - 6"x6" TAPPING SLEEVE AND VALVE
I s6 GII,3(0UT)8' PVC W/ BOX
li
II (
L ----
RIM ELEV-618.5
FL -NORTH 609.6(IN)S' PVC
EAST 609.5(OUT)8' PVC
1 - 90• x 6" BEND (M.J.) ( o
112 L.F. 6" DIA. C-900 PVC
WATER PIPE (FIRE LINE).
1 - DETECTOR CHECK VALVE AND VAULT
(PLUG 5' FROM BUILDING) -�- -
lo' D a U.E. (SAW -CUT, REMOVE AND ss -
REPLACE CONCRETE PAVEMENT _
---=4-;;IAS REQUIRED)
EXISTING 4"
SS SERVICE
SL. I
T.
CASE NAME:
CASE NUMBER:
LOCATION:
MAYOR SECRETARY
DATE:
PLANNING AND ZONING COMMISSION
CHAIRMAN
DATE:
SHEET.- _% OF : r
APPROVAL DOES NOT AUTHORIZE ANY
WORK IN CONFLICT WITH ANY CODES OR
ORDINANCES.
DEPARTMENT OF DEVELOPMENT SERVICES
NO 1" DOMESTIC
ADJUST/RELOCATE EXISTING
WATER METER BOX
r+ i 3 I
E•+o
i
�!A�
t
i
I (
FURNISH AND INSTALL:
24 L.F. 6" DIA. PVC
SANITARY SEWER SERVICE
m 1.00% MIN. SLOPE. WITH
CLEANOUT AT BUILDING
EXISTING 6" PVC
SEWER SERVICE
!PRIVATE - 0.5% SLOPE)
1
FURNISH AND INSTALL
A 1 1.5" SERVICE TAP
1 - 1.5" DOMESTIC METER
1 - 2" x 90• BEND
86 L.F. 2' WATER SERVICE
(PLUG 5' FROM BUILDING)
(SAW -CUT, REMOVE AND
1 REPLACE CONCRETE PAVEMENT
AS REQUIRED)
UTILIZE EXISTING METER
FOR IRRIGATION SERVICE
FL•EPBT ¢06.6(IN )6' PVC
NORTFI 606.3(IN)6' PVC
BOUT 696.2/0UT )B' PVC
s 1 SCALE 2V - 20' w
!I! CRITICAL !!!
LOCATIONS OF EXISTING UTILITIES ARE APPROXIMATE
AND ARE BASED ON PUBLIC RECORDS, THE CONTRACTOR
IS COMPLETELY RESPONSIBLE FOR LOCATING ALL EXISTING
UTILITIES. BOTH HORIZONTALLY AND VERTICALLY. BEFORE
THE COMMENCEMENT OF ANY CONSTRUCTION.
UTILITY RELOCATION NOTE:
IF ANY EXISTING UTILITY POLES. POWER POLES,
GUY WIRES, TELEPHONE UTILITIES. ETC. ARE FOUND
TO BE IN CONFLICT WITH THESE CONSTRUCTION PLANS.
THE CONTRACTOR SHALL CONTACT THE APPROPRIATE
UTILITY COMPANY AND COORDINATE THE RELOCATION OF
ANY AND/OR ALL SUCH UTILITIES (NO SPECIAL PAY).
ALL EXCAVATION. TRENCHING AND SHORING OPERATIONS SHALL COMPLY
WITH THE REQUIREMENTS OF THE U.S. DEPARTMENT OF LABOR, OSHA,
CONST. SAFETY AND HEALTH REGULATIONS". VOL. 29, SUB PART P,
PG. 128-137, AND ANY AMENDMENTS THERETO.
GENERAL NOTES FOR WATER IMPROVEMENTS
1. ALL WATER LINES SHALL BE PVC PIPE CONFORMING TO AWWA STANDARD
C900 DR -14 OR POLYETHYLENE (PE) PRESSURE PIPE AWWA C-906 DR 9 (200 PSI)
PIPE COLOR CODED BLUE OUTSIDE FOR WATER LINE. WITH NSF SEAL.PRESSURE
TESTED AND DISINFECTED IN ACCORDANCE WITH THE NCTCOG STD. SPECS.
WATER MAINS TO HAVE A MINIMUM OF 48" COVER TO TOP OF PIPE AS
MEASURED FRDM THE TOP OF PIPE TO THE EXISTING GROUND OR PROPOSED
FINISHED GRADE, WHICHEVER IS GREATER. SERVICE LINE CONNECTORS SHALL
BE COMPRESSION -TYPE WITH STAINLESS 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 SPECIFIED OTHERWISE
AND DETAILED, BACKFILL SHALL BE SELECT MATERIAL COMPACTED TO 95%
STANDARD PROCTOR DENSITY.
4. ALL SERVICES TO METER TO BE 1" DIAMETER, TYPE K COPPER AS SPECIFIED
IN ASTM B88 UNLESS NOTED OTHERWISE.
5. UTILITY CONTRACTOR TO FURNISH AND INSTALL WATER METER BOXES AFTER
THE PAVING CONTRACTOR HAS BEEN COMPLETED.
6. ALL FIRE HYDRANT ASSEMBLIES 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 LINES LOCATED WITHIN AREAS OF PAVEMENT SHALL HAVE THE TOP 8" OF
BACKFILL 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 MAY BE MADE TD
LESSEN DAMAGE TO THE ROAD PAVEMENT OR WHEN OTHER UTILITY LOCATIONS.
TREES, OR STRUCTURES WARRANT SUCH AN ADJUSTMENT.
10. ALL WATER LINES AND APPURTENANCES SHALL BE INSTALLED IN STRICT
ACCORDANCE WITH THESE PLANS, THE RULES, REGULATIONS. POLICIES AND
PROCEDURES OF THE CITY OF EULESS.
11. ALL PVC PIPE AND APPURTENANCES (FITTINGS, VALVES. NIPPLES. ETC.)
3" DIA. AND SMALLER SHALL BE CONSTRUCTED AS SHOWN.
12. ALL TAPPING SLEEVES SHALL BE FULL BODIED CAST IRON.
BFB' CAP BEARS GENERAL NOTES FOR SANITARY SEWER
35.06'53^ E 0.47'
67.31' W 1.3 M 1.41'
1. ALL PROPOSED SANITARY SEWER PIPE SHALL BE PVC SDR -35.
RIM ELEV-613.1 2. WHEN A PROPOSED SEWER LINE CROSSES AN EXISTING WATER LINE. THE
FL -EAST 606.3(1N)8' PVC CONTRACTOR SHALL INSTALL ONE 20 FOOT JOINT OF DR -18 (C-900) ON THE
NORTH 606.31 IN )8' PVC SEWER LINE. CENTERED ON THE WATER LINE. USING SOR-26 TO C-900
SOUTH 606.2(DUT)8' PVC ADAPTORS. NO SPECIAL PAY WILL BE PERMITTED FOR THIS ITEM.
3. ALL PROPOSED SEWER LINES ARE TO BE LOCATED AS SHOWN ON THE PLANS.
ADJUST �EXISTING ALL LINES LOCATED WITHIN AREAS OF PAVEMENT SHALL HAVE THE TOP 8" OF
FIRE HYBACKFILL REPLACED WITH CRUSHED STONE INCLUDING SERVICES.
REQUIRE
4. ALL SEWER LINES SHALL BE INSTALLED PER CITY BRABDWBBS. STANDARDS.
5. ALL WATER MAIN CLEARANCE FOR PARALLEL SANITARY SEWER MAIN SHALL
BE A MINIMUM SEPARATION OF 3 FEET VERTICAL AND 9 FEET HORIZONTAL.
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