HomeMy WebLinkAboutItem 08 - CU22-30 H3 Headquarters
TO: HONORABLE MAYOR, CITY COUNCIL MEMBERS AND THE
PLANNING AND ZONING COMMISSION
FROM: BRUNO RUMBELOW, CITY MANAGER
ERICA MAROHNIC, DIRECTOR OF PLANNING SERVICES
MEETING DATE: JULY 19, 2022
SUBJECT: DEVELOPMENT SERVICES TECHNICAL REPORT OF
CONDITIONAL USE APPLICATION CU22-30, H3
HEADQUARTERS
APPLICANT: Dunaway Associates, LLC
PROPERTY LOCATION AND SIZE:
The subject property is located at 1039 East Dallas
Road and platted as Block 1, Lot 1, Esther Moore
Addition. The addition contains 0.838 acre and has
approximately 216 feet of frontage on East Dallas
Road.
REQUESTED CONDITIONAL USE AND COMMENTS:
The applicant is requesting a conditional use permit to amend the previously approved site
plan, this request is specifically to allow a construction trade office with storage yard.
The applicant is requesting to redevelop the subject site by demolishing a former single-
family residence that operated as a construction trade office and constructing a new 5,460
square foot office on the same property. As part of this request, the applicant proposes to
leave and improve the appearance of an existing 5,057 square foot metal building located
at the northwest corner of the property. Historically, the subject site has not had improved
parking spaces, vehicle maneuvering areas, designated and screened solid waste
collection, or outside storage. Access will be provided by an existing concrete driveway on
the north side of East Dallas Road; 27 parking spaces are required and 28 parking spaces
are provided. The site plan indicates 1,300 square feet of outside storage on-site to be
fully screened from adjacent properties and the public right-of-way.
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If approved, this will be the first reading of an ordinance given the subject site requires
approval of a special exception, due to the existing building encroachment into the
required side- and rear-yard building setbacks, minimum distances between buildings and
minimum buffer-yards required adjacent to residentially zoned properties. These items will
be heard before the Board of Zoning Adjustments at their August 1, 2022 meeting. If
approved by the Board, the second reading will take place at the Council’s August 16,
2022 meeting.
PRESENT ZONING AND USE:
The property is currently zoned “LI”, Light Industrial District and is developed with existing
metal storage building and formerly had a single-family residence, which was recently
demolished.
HISTORY OF TRACT AND SURROUNDING AREA:
The subject property and properties to the north and south were rezoned in the 1984 City-
wide rezoning, from “C-2”, Community Business District to “LI”, Light Industrial District.
The subject property and properties to its immediate north and west were also part of a
Map 2: Land Use Plan amendment in 2005 with MP05-01 (Ord. 2005-57) where the
property’s future land use designation was changed from IN – Industrial to I/C –
Industrial/Commercial.
SURROUNDING ZONING AND EXISTING LAND USE:
NORTH: “LI”, Light Industrial District – Lift Office and Northam Construction,
Inc.
SOUTH: “LI”, Light Industrial District – Multi-tenant office/warehouse and
distribution center developments
EAST: “LI”, Light Industrial District – Mac’s Corner Convenience Store with
Fuel Pumps
WEST: “R-7.5”, Single-Family District – Single-family residences
AIRPORT IMPACT:
The subject tract is located within “Zone B” Middle Zone of Effect as defined on the
"Aircraft Sound Exposure: Dallas/Fort Worth Regional Airport Environs" map. In “Zone B”,
the following uses may be considered only if sound treatment is included in the building
design: multifamily apartments, motels, office buildings, movie theaters, restaurant,
personal and business services. Single-family residential and sound sensitive uses such
as schools and churches should avoid this one. The applicant’s proposal is an appropriate
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use in this noise zone.
MASTER PLAN APPLICATION:
Map 2: Land Use Plan of the Comprehensive Master Plan designates the subject property
as a an Industrial/Commercial land use. The request is compliant with the Master Plan.
THOROUGHFARE PLAN APPLICATION:
The City of Grapevine’s Thoroughfare Plan designates East Dallas Road as a Type C
Minor Arterial, which requires a minimum right-of-way width of 80 feet to be developed with
four lanes and a turn lane.
em/
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ORDINANCE NO. 2022-047
AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF
GRAPEVINE, TEXAS ISSUING CONDITIONAL USE PERMIT
CU22-30 TO AMEND THE PREVIOUSLY APPROVED SITE
PLAN TO ALLOW A CONSTRUCTION TRADE OFFICE IN A
DISTRICT ZONED “LI” LIGHT INDUSTRIAL DISTRICT FOR
BLOCK 1, LOT 1, ESTHER MOORE ADDITION (1039 EAST
DALLAS ROAD) 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); 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 and 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.
NOW, THEREFORE, BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF
GRAPEVINE, TEXAS:
2
Ordinance No. 2022-047
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 CU22-30 to amend the previously approved
site plan to allow a construction trade office with storage yard in a district zoned “LI”, Light
Industrial District within the following described property: Block 1, Lot 1, Esther Moore
Addition (1039 East Dallas Road) 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
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.
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
3
Ordinance No. 2022-047
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 July, 2022.
APPROVED:
_________________________________
William D. Tate
Mayor
ATTEST:
_________________________________
Tara Brooks
City Secretary
APPROVED AS TO FORM:
_________________________________
Matthew C.G. Boyle
City Attorney
4
Ordinance No. 2022-047
i
THE CITY OF
GRAPEVINE,
TEXAS
H3 CONSTRUCTION
13805 HARMON ROAD
FORT WORTH, TX 76177
CONTACT: CESAR ORTIZ
cesar@h3construction.com
DUNAWAY ASSOCIATES L.P.
550 BAILEY AVENUE STE. P.
FORT WORTH, TEXAS 76107
PHONE: (817) 335-1121
CONTACT: NICHOLAS POWELL, P.E.
EMAIL: NPOWELL@dunaway.com
Plans for the Construction of
SITE
To Serve
H3 CONSTRUCTION
VICINITY MAP
NOT TO SCALE
550 Bailey Avenue • Suite 400 • Fort Worth, Texas 76107
Tel: 817.335.1121
(TX REG. F-1114)
DA JOB N0. B008310.002
JULY 2022
SHEET NO.
DESCRIPTION
--
COVER SHEET
C1.0
GENERAL NOTES
C2.0
DEMOLITION PLAN
C3.0
SITE PLAN
C4.O
GRADING PLAN
C4.1
PRE -DRAINAGE AREA MAP
C4.2
POST -DRAINAGE AREA MAP
CS.0
PAVING PLAN
C6.O
UTILITY PLAN
C.O
EROSION CONTROL PLAN
L7.0
TREE PRESERVATION PLAN
Ll.l
TREE REPLACEMENT PLAN
L2.0
LANDSCAPING PLAN
L2.1
LANDSCAPING NOTES & DETAILS
L3.0
IRRIGATION PLAN
L3.1
IRRIGATION NOTES & DETAILS
L3.2
IRRIGATION DETAILS
18
B/W NEW BUILDING ELEVATIONS
19
COLOR NEW BUILDING ELEVATIONS
2D
B/W EXISTING BUILDING ELEVATIONS
21
COLOR EXISTING BUILDING ELEVATIONS
ELL
OVERALL SITE PLAN - PHOTOMETRIC
JUL L
Q
CASE NAME: H3 HEADQUARTERS
CASE NUMBER: CU22-30
LOCATION:
«NICHOLAS J. P6WELL• j
%'••;""'•••«••••'• •« f•••�
MAYOR SECRETARY
DATE:
PLANNING AND ZONING COMMISSION
DATE:
SHEET: i OF: 22
COVER SHEET
APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT
I—
H3 HEADQUARTERS
WITH ANY CODES OR ORDINANCES.
% BLOCK I, ESTHER MOORE ADDRION
County, T_
Clty of G.P.W0738
PLANNING SERVICES DEPARTMENT
amass
2one:U
Date of Pmpamtion: Lune 6th, 2022
CONDITIONAL USE REGUEST CU22-30 IS A REOUEST TO AMEND THE PREVIOUSLY APPROVED SITE PLAN TO SPECIFICALLY ALLOW OUTDOOR
STORAGE IN CONJUNCTION WITH THE DEVELOPMENT OF A NEW TWO—STORY CONSTRUCTION OF A BUILDING TRADES CONTRACTOR
GENERAL NOTES,
I. DIMENSIONS AND COORDINATES PROVIDED INDICATE THE DESIGN INTENT OF
THE ENGINEER. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY
INCONSISTENCIES OR DISCREPANCIES FOUND DURING CONSTRUCTION THE
CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND COORDINATES DURING
CONSTRUCTION LAYOUT PRIOR TO THE COMMENCEMENT OF CONSTRUCTION
2 THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL NECESSARY
PERMITS AND APPROVALS PRIOR TO AND THROUGHOUT CONSTRUCTION.
J. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CONSTRUCTION PHASE
SURVEHNG INCLUDING LOCATING AND VERIFYING PROJECT BENCHMARKS
4. IT /S THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN NEAT AND
ACCURATE CONSTRUCTION RECORDS. THE CONTRACTOR SHALL PROVIDE
CLEAN AND ACCURATE FULL-SIZE RECORD DRAWINGS WHICH CLEARLY
DESCRIBE ANY DENA77ONS FROM THE PLANS
5 ALL MATERIALS AND CONSTRUCTION SHALL CONFORM TO THE FOLLOWING.
IN ORDER OF PRECEDENCE (1) DETAILS SHOWN /N THESE PLANS AND
SPECIFICATIONS (2) CITY STANDARD DETAILS AND SPECIFICATIONS (J)
STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION" NORTH
CENTRAL TEXAS COUNCIL OF GOVERNMENTS (NCMOG). (4) TEXAS
DEPARTMENT OF IRAN5PORTATION - "STANDARD SPECIFICATIONS FOR
CONSTRUCTION OF HIGHWAY, STREETS AND BRIDGES."
6. IN AREAS WHICH ARE TO REMAIN UNDISTURBED, THE CONTRACTOR SHALL
PRESERVE. PROTECT AND/OW RESTORE ALL AREAS DISTURBED BY THE
CONSTRUCTION TO ORIGINAL CONDITION OR BETTER AT THE EXPENSE OF
THE CONTRACTOR.
7 THE ENGINEER /S NOT RESPONSIBLE FOR CONSTRUCTION SAFETY
It THE LOCATION AND DIMENSIONS SHOWN ON THE PUNS RELATIVE TO
EXISTING UTILITIES ARE BASED ON THE BEST RECORDS AND/OR FIELD
INFORMAnW AVAILABLE IT IS THE SOLE RESPONSIBILITY OF INC
CONTRACTOR TO VERIFY THE ACCURACY OF SUCH WFORMA77ON. ALL
DAMAGE TO UTILITIES RESULTING FROM CONTRACTOR'S OPERATIONS SHALL
BE RESTORED AT EXPENSE OF THE CONTRACTOR.
9. THE CONTRACTOR SHALL PR07ECT ALL PROPERTY CORNER MARKERS AND
IF DISTURBED. THEY SHALL BE RESET AT THE EXPENSE OF THE
CONTRACTOR.
10. IN THE EVENT THAT 07HER CONTRACTORS ARE DOING WORK /N THE SAME
AREA SMULTANEOUSLY WITH THIS PROJECT. THE CONTRACTOR SHALL
COORDINATE HIS PROPOSED CONSTRUCTION WITH THAT OF THE OTHER
CONTRACTORS
11. ALL MATERIALS TO BE REMOVED FROM THE 97E INCLUDING UNSUITABLE
SPOIL MATERIAL, REFUSE AND OTHER DEBRIS SHALL BECOME THE
PROPERTY OF THE CONTRACTOR AND S1ALL BE LAWFULLY REMOVED Ie
DISPOSED OF OUTSIDE THE LIM17S OF THE PROJECT
12. THE CONTRACTOR SHALL MAKE A FINAL CLEAN-UP OF ALL PARTS OF
THE WORK AND PREPARE THE SITE IN AN ORDERLY MANNER OF
APPEARANCE BEFORE ACCEPTANCE BY THE DEVELOPER OR HIS
REPRESENTATIVE.
IJ HAUL ROADS ACCESS ROUTES AND THE LOCATION OF ALL STAGING
AREAS AND STORAGE AREAS SHALL BE SUBJECT TO THE APPROVAL OF
THE ENGINEER. CITY AND/OR OWNER.
14. CMJ ENGINEERING HAS MADE AN INVESTIGATION OF SUBSURFACE SOIL
CONDITIONS OF THE PROJECT 97F /N THEIR REPORT, PROJECT NUMBER
2984-22-01. DATED AINE 2022. AND /S REFERENCED /N THE
CONSTRUCTION DOCUMENTS AS '6£07EOiN/CAL REPORT.
15. IF UVESTOCK ARE PRESENT DURING CONSTRUCTION. CONTRACTOR SHALL
COORDINATE WITH THE DEVELOPER AND OWNER REPRESENTATIVES TO
PROVIDE TEMPORARY FENCING DURING CONSTRUCTION TO PROTECT
LIVESTOCK FROM INJURY.
16. IT SHALL BE THE CONTRACTORS SOLE RESPONSIBILITY TO PRESERVE AND
PROTECT ANY EXISTING IRRIGATION SYSTEM ALL IRRIGATION uNE5 SHALL
BE ADJUSTED BY A LICENSED IRRIGATION CONTRACTOR AS REQUIRED TO
ACCOMMODATE CONSTRUCTION ANY DAMAGE TO 774E IRRICA77ON SYSTEM
SHALL BE REPAIRED BY A INCENSED IRRIGA77ON CONTRACTOR. THE
IRRIGATION SYSTEM SHALL BE TESTED BY THE CONTRACTOR AND SHALL
BE FULLY OPERATIONAL PRIOR TO ANY FINAL HYDROMULCH/NG OR
SODDING
17. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE
TRAFFIC CONTROL DURING CONSTRUCTION AS REQUIRED BY THE Ott AND
STATE IN WHICH THE PROJECT IS LOCATED.
l8 CONTRACTOR SHALL PREPARE FURNISH, MAINTAIN, AND REMOVE ALL
TRAFFIC CONTROL DEVICUS THROUGHOUT CONSTRUCTION. ALL DEVICES
SHALL BE /N CONFORMANCE WITH THE TEXAS MUTCD, LATEST EDITION AS
CURREN7Y AMENDED BY THE TEXAS DEPARTMENT OF TRANSPORTATION.
19. CONTRACTOR /S RESPONSIBLE FOR PROVIDING A TRAFFIC CONTROL AND
SEQUENCING PLAN AND COORDINATING ROAD AND DRIVEWAY CLOSURES
WITH THE OWNER AND AUTHORITIES HAVING JURISDICTION.
S17F PLAN NOTES?
1. IT IS THE RESPWSB/UTY OF THE CONTRACTOR TO LOCATE AND VERIFY
THE BOUNDARY MONVMLNTAnON AND THE PROJECT BENCHMARKS PRIOR
TO COMMENCING CON57RUC77ON THE BOUNDARY MONUMDVTATION SHALL
BE USED AS HORIZONTAL PROJECT CONTROL AND SHALL BE PROTECTED
BY THE CONTRACTR DURING ALL PHASES OF CONSTRUCTION.
2 ALL DIMENSIONS AND COORDINATES ARE TO BACK OF CURB, EDGE OF
PAVEMENT. FACE OF BUILDING OR PROPERTY UNE UNLESS NOTED
OTHERWISE. ALL CURB RADII SHALL BE 1.5' MINIMUM BACK OF CURB
UNLESS NOTED OTHERWISE
J CONTRACTOR SHALL REFER TO ARCHITECTURAL AND STRUCTURAL PLANS
FOR EXACT LOCATION AND DIMENSIONS OF BUILDING ENTRANCE
FEATURES EXIT PORCHES, TRUCK DODOS ENTRANCE LOCATIONS
DOWNSPOUTS AND FOUNDATION DIMENSIONS.
EROSION CONTROL NOTES
t EROSION CONTROL MEASURES SHALL FOLLOW THE STORM WATER
POLLUTION PREVENTION PLAN (SWPPP). ANY CHANGES TO THE SWPPP
SHALL SUPERSEDE THE EROSION CONTROL PLAN. THE SWPPP /S TO BE
KEPT ON -SITE AT ALL TIMES WITH THESE CONSTRUCTION DOCUMENTS AS
NECESSARY FOR COMPLIANCE WITH THE TEXAS POLLUTANT DISCHARGE
ELIMINATION SYSTEM (IDES) GENERAL PERMIT.
2 CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY
PERMITS AND APPROVALS AND MAINTAINING COMPUANCE WITH THE
GENERAL PERMIT.
3. PRIOR TO COMMENCING ANY CONSTRUCTION, A STABILIZED CONSTRUCTION
ENTRANCE AND NECESSARY PERIMETER CONTROLS SHALL BE INSTALLED.
4 THE STABILIZED CONSTRUCTION ENTRANCE HAS BEEN SHORN ARB17RARILY.
IT 15 THE GENERAL CONTRACTOR'S RESPONSIBILITY (IN COMPLIANCE WITH
ALL MUNICIPAL REGULATIONS) TO DETERMINE THE LOCATION(S) OF
PROJECT WGR£SS/EGRESS POINTS HOWEVER ALL ENTRANCES AT ALL
TIMES SHALL BE PREPARED IN ACCORDANCE WITH THE STABILIZED
CONSTRUCTION ENTRANCE DETAILS (SEE EROSION CONTROL DETAILS) AND
CON77NUOUSLY MAINTAINED UNTIL FINAL PAVING /S ESTABLISHED
5 THE CONTRAC70R /S RESPONSIBLE FOR INSTALLATION, ROUTINE
INSPECTION AND/OR MAINTENANCE OF EROSION CONTROL DEVICES.
6. THE EROSION CONTROL DEVICES SHALL REMAIN /N PUCE UNTIL
ACCEPTABLE VEGETATION COVERAGE HAS BEEN ACHMEWD /N ACCORDANCE
WITH THE GENERAL PERMIT.
7 ANY ADDITIONAL EROSON CONTROL MEASURES REWIRED TO COMPLY WITH
THE SWPPP OR TCEO STORMWATER POLLUTION REGULATIONS SHALL BE
IMPLEMENTED BY THE CONTRACTOR, AT HIS EXPENSE.
B DISTURBED AREAS OR THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE
LEASED FOR AT LEAST FOURTEEN DAYS SHALL BE TEMPORARILY SEEDED
AND WATERED DISTURBED AREAS OF THE S17E WHERE CONSTRUCTION
ACTIVITIES HAVE PERMANENTLY CEASED SHALL BE PERLMANENLI'
SEEDED/SODDED WITHIN SEVEN DAYS /N ACCORDANCE WITH THE PUNS
9 THE SPECIFIC PLANT MATERIALS PROPOSED TO PROTECT FILL AND
EXCAVATED SLOPES SHALL BE AS INDIC47ED ON THE LANDSCAPE PLANS
PUNT MATERIALS MUST BE SUITABLE FOR USE UNDER LOCAL CLIMATE
AND SOIL CONDITIONS. IN GENERAL HYDROSEEDING OR SODDING
BERMUDA GRASS IS ACCEPTABLE DURING THE SUMMER MONTHS (MAY i -
AUGUST 30). WINTER RYE OR FESCUE GRASS MAY BE PUNTED DURING
TIMES OTHER THAN THE SUMMER MONTHS AS A TEMPORARY MEASURE
UN7L SUCH 77ME AS THE PERMANENT PLANTING CAN BE MADE
112 THE CONTRACTOR SHALL BE RESPONSIBLE FOR WATERING SEEDED/SODDED
AREAS AS NECESSARY UNTIL 7OX VEGETATION /S ESTABLISHED /N
ACCORDANCE WITH THE PUNS.
11. THE CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL EROSION CONTROL
MEASURES ONCE FINAL GROUND STABILIZATION /S ACHIEVED AND THE
PROJECT IS COMPLE7ED.
DE-WOL177CM N0113
1. THE CONTRACTOR 1S RESPONSIBLE FOR THE DEMOUPO, REMOVAL AND
DISPOSING OF EXISTING STRUCTURES UTIUDES. PAVEMENT, TREES. ETC,
WITHIN CONSTRUCTION LWITS AS SHOWN ON PLANS, IN A LOCAnOV
APPROVED BY ALL GOVERNING AUTHORITIES AT CONTRACTORS EXPENSE.
AREAS WHERE MATERIAL HAS BEEN REMOVED SHALL BE UNDERCUT TO
SUITABLE MATERIAL AND BROUGHT BACK UP TO GRADE WITH SUITABLE
COMPACTED FILL MATERIAL IN ACCORDANCE WITH GE07ECHN/CAL REPORT.
2. THE CONTRACTOR /S RESPONSIBLE FOR OBTAINING ALL PERM17S REQUIRED
FOR DE11OU77ON AND DISPOSAL
3 PRIOR TO DEYOUTION OCCURRING ALL EROSION CONTROL DEVICES ARE
TO BE INSTALLED.
4 THE CONTRACTOR SHALL COORDINATE WITH RESPECTIVE UTILITY
COMPANIES PRIOR TO THE REMOVAL AND/OR RELOCATION OF UTILITIES
5 CONTINUOUS ACCESS SHALL BE MAINTAINED FOR THE SURROUNDING
PROPERTIES AT ALL TIMES DURING DEMOLITION OF THE EXISTING
FACIU77M
6. CONTRACTOR MAY LIMIT SAWCUT AND PAVEMENT REMOVAL TO ONLY
THOSE AREAS WHERE IT IS REWIRED AS SHOWN W THESE
CONSTRUCTION PLANS BUT IF ANY DAMAGE IS INCURRED W ANY OF THE
SURROUNDING PAVEMENT, ETC THE CONTRACTOR SHALL BE RESPONSIBLE
FOR ITS REMOVAL AND REPAIR.
7 ALL FENCES REMOVED TO FACILITATE CONSTRUCTION SHALL BE REPLACED
AT THE EXISTING OR PROPOSED LOCATION AS DIRECTED BY THE OWNERS
PROJECT REPRESENTATIVE
GRADING N07ES
L THE AREA TO BE GRADED SHOULD BE STRIPPED OF" VEGETATION ROOTS
STUMPS DEBRIS AND OTHER ORGANIC MATERIALS
2. ALL DISTURBED AREAS NOT UNDER BUILDING PAD OR FUTURE PAVEMENT
SHALL RECEIVE SIX (6) INCHES OF TOPSOIL REFERENCE LANDSCAPING
PLAN FOR DETAILS AND SPECIFICATIONS
3. CONSTRUCTION SHALL BE BASED W SPOT GRADES SHORN ON THE
GRADING PLAN CONTOURS ARE A VISUAL REPRESENTATION OF FIN/SHED
GRADE ONLY AND ARE NOT INTENDED TO BE USED TO SET GRADE.
4. SLOPES ON SITE SHALL NOT EXCEED A 4.1 SLOPE. UNLESS NOTED
OTHERWISE.
5. CONTRACTOR SHALL ENSURE POSITIVE DRAINAGE AWAY FROM BUILDING.
6. ANY COSTS ASSOCIATED WITH DEWA7ERING THE SITE SHALL BE DONE AT
THE EXPENSE OF THE CONTRACTOR.
7 THE CONTRACTOR IS RESPON-SIBLE FOR MASS GRADING THE SITE WITHIN
+/- DID FEET OF THE FIMSHED GRADE FOR THE PROPOSED BUILDING
PAD AND UNDER PROPOSED/PUTURE PAVEMENT.
B. MEDIANS AND LANDSCAPE ISLANDS SHALL BE GRADED TO DRAIN OVER
CURB TO PREVENT PONDING WATER, UNLESS NOTED OTHERWISE-
9 THE CONTRACTOR SHALL MATCH EXISTING ELEVATIONS AND CONSTRUCT
SM007H 7RANS77WS AT CONNECTIONS TO EXISTING PAVEMENT AND
CURB.
UTILITY NOTES
1. THE CONTRACTOR SHALL INSTALL WATER AND SEWER LINES SO AS TO
AMD CONF7JC7S WITH 07HER UTILITIES. WATER AND SANITARY SEWER
THAT ARE PUBLIC OR CROSS PUBLIC WATER/SANITARY SEWER SHALL
MAINTAIN SEPARATIONS PER TEXAS CLWM/SVON ON ENVIRONMENTAL
QUALITY (TCEO) OR CITY REGULATIONS (WHICHEVER /S MORE STRINGwN7).
PRIVATE WATER AND SANITARY SEWER LINES MUST FOLLOW
NTERNATIONAL PLUMBING CODE AND/CCU AH✓ (WHICHEVER /S MORE
STRINGENT)
2 THE CONTRACTOR SHALL INSTALL ALL GRAVITY ONES (SANITARY SEWER.
STORM SEWER AND FRENCH DRAINS) BEDR£ INSTALLATION OF WATER
LINES AND APPURTENANCES.
J IF GROUNDWATER IS ENCOUNTERED WHEN LAYING UTILITY UNES 3/4"
WASHED ROCK MUST BE PLACED 6" BELOW AND 6" ABOVE THE UTILITY
LINE
4 CONTRACTOR SHALL COORDINATE INSTALLATION O UTILITIES IN SUCH A
MANNER AS TO AVOID CONFLICTS AND TO ASSURE PROPER DEPTHS ARE
ACHIEVED. CONTRACTOR SHALL ADHERE TO THE REQUIREMENTS OF THE
APPLICABLE CITYS PUBLIC WORKS DEPARTMENT, BUILDING INSPECTIONS
AND SHALL COORDINATE WITH OTY PRIOR TO CONNECTING TO EXISTING
PUBLIC unun£s.
5 THE CONTRACTOR SHALL COORDINATE INSPECTION AND TESTING LW ALL
UlIU77ES WITH THE APPROPRIATE AUTHORITIES PRIOR TO BEGNN/NG
CONSTRUCTION.
6. ALL FIRE PROTECTION WORK MUST BE PERMITTED AND APPROVED BY THE
APPLICABLE CIIY5 FIRE DEPARTMENT
7 CONTRACTOR /S RESPONSIBLE FOR ADJUSTING ALL VALVE BOXES.
HYDRANTS, SEWER CLEAN OUTS AND MANHOLE RIMS TO FINAL GRADE.
It CONTRACTOR TO COORDINATE FINAL LOCATIOV OF ELECTRIC, TEUEPHONE
AND GAS SERVICE WITH EACH RESPECTIVE U77UTY COMPANY, AND SHALL
INCLUDE ALL ASSOCIATED COSTS IN BID.
9. CONTRACTOR /S RESPONSIBLE FOR THE REMOVAL OR RELOCAnOV O
ON-97F POWER POLES AS REQUIRED TO COMPLETE THE WORK.
10. PRIOR TO COMMENCING CONSTRUCTION, CONTRACTOR SHALL REFERENCE
MEP PLANS FOR ACTUAL BOLDING SERVICE STUB -OUT LOCATIONS
It. IN THE EVENT THAT EXISTING UDUTIES SUCH AS WATER, GAS TELEPHONE
ELECTRIC, ETC, MUST BE TAKEN OUT OF SERVICE TO FAOUTA7E
CONSTRUCTION THE CONTRACTOR SHALL PROVIDE TEMPORARY UTILITIES
TO THE SATISFACTION OF THE OWNER.
12 THE CONTRACTOR SHALL USE EXTREME CAUTION WHEN WORKING /N
AREAS ADJACENT TO GAS LINES, UNDERGROUND ELECTRIC CABLE, FIBER
OPTIC CABLE AND UNDERGROUND TELEPHONE CAERE
IJ. WHERE EXISTING UTIU TES OR SERVICE LINES ARE CUT, BROKEN OR
DAMAGED. THE CONTRACTOR SHALL IMEDIATELY NOTIFY THE OWNER OF
THE RESPECTIVE UTILITY. THE CONTRACTOR /S RESPONSIBLE FOR
REPLACING OR REPAIRING THE UTILITIES OR SERVICE LINES WITH THE
SAME TYPf OF ORIGINAL MATERIAL AND CONSTRUCTION. OR BETTER.
UNLESS OTHERWISE SHOWN OR N07ED ON THE PUNS THE CONTRACTOR
STALL ALSO NOTIFY THE ENGINEER OF ANY CONFLICTS IN GRADES AND
ALIGNMENT.
14 ALL WATER LINES 4" DIAMETER AND LARGER SHALL BE PVC PIPE
CONFORMING TO AWWA STANDARD C900 DR-18 MINIMUM CUSS 150 PVC,
WITH NSF SEAL PRESSURE TESTED AND DISINFECTED /N ACCORDANCE
WITH THE NCTCOG STANDARD SPECIFICATIONS SERVICE LINE
CONNECTORS SHALL BE COMPRESSION -TYPE WITH STAINLESS STEEL TUBE
LINERS WATER PIPE MATERIALS TO BE USED ON THIS PROJECT, UNLESS
N07ED OTHERWISE ARE PVC CLASS 150. DR-1B, AWWA C900.
15 CORPORATION STOPS SHOULD BE TESTED FOR LEAKAGE AND FULL FLOW
WHEN SYSTEM /S PRESSURE TESTED.
16 WATER AND SANITARY SEWER LINES SHALL BE INSTALLED AS SHOWN ON
THE PLANS HOWEVER, FIELD ADJUSTMENTS APPROVED BY THE ENGINEER
MAY BE MADE TO LESSEN DAMAGE TO THE ROAD PAVEMENT OR WHEN
OTHER UTILITY LOCATIONS ]TREES OR STRUCURES WARRANT SUCH AN
ADJUSTMENT
17 THE CONTRACTOR SHALL BE RESPONSIBLE FOR DISINFECTION.
CHLORINATION AND FLUSHING REQUIREMENTS THIS SHALL INCLUDE
PROVIDING TEMPORARY ISOLATION VALVES PLUGS INJECTION PORTS
FLUSHING VALVES TOOLS AND EQUIPMENT NECESSARY TO COMPLETE THE
TASK. THE CONTRACTOR SHAD- CONTACT THE WATER UTILITY 48 HOURS
PRIOR TO FLUSHING OF WATER LINES
IB. ALL WATER LINE FITTINGS ARE TO BE DUCTILE IRON MECHANICALLY
RESTRAINED FITTINGS
19. HORIZONTAL BLOODING HAS BEEN OMITTED FOR CLARITY. HOWEVER,
BLOCKING SHALL BE CONSTRUCTED PER NORTH CENTRAL TEXAS COUNCIL
OF GOVERNMENTS (NCTZOG) STANDARDS AND MUST BE IN ACCORDANCE
WITH APPLICABLE CITYS DETAILS CONCRETE BLOODING SHALL BE
PLACED AT ALL ✓ALVES, BENDS TEES AND PLUGS DO NOT COVER
BOLTS FITTINGS BELLS OR FLANGES WITH CONCRETE ANY EXISTING
THRUST BLOCKS OR RESTRAINTS SHALL BE REMOVED BY THE UTILITY
CONTRACTOR TO ALLOW HIS WORK TO PROCEED. THE REPLACEMENT,
WHERE REQUIRED, SHALL BE AT THE CONTRACTORS EXPENSE
20. TOR OF WATER UNES (DOMESTIC AND FIRE) SHALL BE INSTALLED WITH A
MINIMUM COVER OF 42 INCHES UNLESS N07ED OTHERWISE /N THE
EVENT THAT MINIMUM COVER CANNOT W ACHIEVED, THE CONTRACTOR
SHALL NOTIFY THE ENGINEER /RMMED/ATELX
2t IN THE EVENT OF A CONFLICT BETWEEN WATER LINES AND STORM DRAIN
PIPING. THE CON/RACSHALL ADJUST THE WATER LINE DOWNWARDS /N
SUCH A MANNER SO THAT THE PIPE MANUFACTURER'S RECOMMENDATIONS
W PIPE DEFLECTION AND JKXNT STHESS ARE NOT Exca m.
22 CON ACTOR SHALL CONDUCT A PRESSURE TEST ON ALL FIRE
PROTECTION LINES TO THE SA775FAC77ON OF 774E APPLICABLE MKS FIRE
MARSHAL
23 ALL VALVES AT THE END OF A UNE SHALL BE PLUGGED AND BLOCKED
24 FIRE HYDRANTS SHALL BE LOCATED /N ACCORDANCE WITH CURRENTLY
PUBLISHED Ott DESIGN STANDARDS
25 FIRE HYDRANT ASSEMBLY BID ITEMS WILL INCLUDE THE FIRE HYDRANT,
THE PIPE EXTENSION FROM THE TEE AND ALL NECESSARY FITTINGS
INCLUDING THE 6" GATE VALVE AND BOX. ALL VALVES AND FIRE
HYDRANTS SHALL BE PER CITY SPECIFICATIONS.
26. UPON COMPLETION OF SANITARY SEWER LINE CONSTRUCTION. THE
CONTRACTOR SHALL HAW THE LINES TESTED, INCLUDING MANDREL TEST,
AIR TEST, AND A T.V. INSPECTION AT NO ADDITIONAL COST TV THE
OWNER.
27 CONTRACTOR SHALL FOLLOW BUILDING INSPECTION RULES REGARDING THE
MATERIALS AND INSTALLATION OF THE PRIVATE WATER AND SANITARY
SEWER UNES
28 SANITARY SEWER PIPE MATERIALS TO BE USED ON THIS PROJECT UNLESS
N07ED OTHERWISE ARE SDR-35 PVC. USE SDR-26 WHERE DEPTHS
EXCEED 12' OR WIMERE SEWER PIPE /5 LESS THAN 10' HORIZONTALLY
FROM WATER PIPE. ALL SANITARY SEWER PIPE AND FITTINGS SHALL
CONFORM TO ASTM D3O34. REFER TO CITY SPECIFICATIONS FOR UTILITY
CROSSING REQUIREMENTS.
29. TRENCH BACKFILL COMPACTION SHALL BE TESTED AT THE RATE OF ONE
(1) TEST PER 100 LINEAR FEET PER 12 INCH LIFT (LOOSE). TESTS SHALL
BE STAGGERED 50 THAT TESTS OF ADJACENT Lim ARE NOT DIRECTLY
OVER TEST LOCATION/ OF PREVIOUS LIFT.
JO WERE CONNECTING DISTANCE BETWEEN MANHOLES EXCEEDS 100 FEET. A
MINIMUM OF TWO (2) TESTS PER LIFT. AS OUTLINED /N NOTE 029. SHALL
BE REWIRE.
31. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMITS AND FEES
INCURRED IN THE INSTALLATION OF UTILITIES
32. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING COMPACTION 70
95X STANDARD PROCTOR /N AREAS EXCAVATED AT THE BUILDING
F0077NGS FOR U77UTY SERVICE ENTRIES
JJ. CONTRACTOR SHALL VERIFY ALL THE COORDINATES FOR ACCURACY AND
CGNFRJM THE LOCATIONS OF ALL UTILITIES TO BE CONSTRUCTED. BOTH
HORIZONTALLY AND VERTICALLY. ANY DISCREPANCIES FOUND BY THE
CONTRACTOR SHALL BE REPORTED TO THE ENGINEER FOR RECONOUA "GIN.
34 CONTRACTOR SHALL USE OSHA APPROVED CONFINED SPACE ENTRY
PROCEDURES WHEN ENTERING SANITARY SENOR MANHOLES. THE SAFETY
EQUIPMENT SHALL BE FURNISHED BY THE CONTRACTOR AND SHALL BE
OSHA CERTIFIED. PERSONS WORKING /N THESE AREAS SHALL BE TRAINED
IN THE PROPER USE OF THE SAFETY EQUIPMENT.
PAVING NOTES
I. THE CONTRACTOR SHALL PROVIDE A FULL DEPTH SAW -CUT AND SM007H
7RAN977ON AT CONNECTIONS TO EXISTING PAVEMENT AND CURB.
2. THE CONTRACTOR SHALL BACYKFILL ALL CURBS WITHIN 4B TO 72 HOURS
OF PLACEMENT
3 ALL SIDEWALKS. ACCESSIBLE PATHS AND PARKING SHALL CONFORM TO
THE A.D.A. SPECIFICATIONS AS STA70 IN THE TEXAS ACCESSIBLUTY
STANDARDS THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERFYING
COMPLIANCE BEFORE CONSTRUCTION.
4. UNLESS SPECIFIED OTHERWISE BY LOCAL FIRE CODE, FIRE APPARATUS
ACCESS ROADS (FIRE LANES) SHALL BE MARKED BY PAINTED LINES OR
RED TRAFFIC PAINT SIX INCHES (B) IN WIDTH TO SHOW THE BOUNDARIES
OF THE LANE THE WOWS "NO PARKING FIRE LANE" SHALL APPEAR IN
FOUR INCH (4) WRITE LETTERS AT 25 FEET INTERVALS ON THE RED
BORDER MARKINGS ALONG 807H SIDES OF THE FIR£ LANE WHERE A
CURB IS AVAILABLE THE STRIPING SHALL BE ON THE VERTICAL FACE OF
THE CURB.
5 THE CONTRAC7DR SHALL NOT STAND, PARK, DRIVE ON, OR /N ANY WAY
DISTURB OR DAMAGE STEEL REINFORCING FOR SITE WORK. ALL
REINFORCING SHALL BE INSTALLED WITH CHAIRS PER THE PLANS AND
SPECIFICATIONS.
6. "GRADE SHALL BE MAINTAINED TO WITHIN THE SPECIFIED
REQUIREMENTS OF MOISTURE AND DENSITY UNTIL PAVING /S PLACED.
PRIOR TO PLACING PAVEMENT, THE CONTRACTOR SHALL RE-7E5T THE
AREAS SELECTED BY THE CONSTRUCTION MATERIALS TESTING LAB
PERSONNEL AT THE CONTRACTORS EXPENSE OR IF REQUESTED BY THE
OWNER, ARCHITECT OR ENGINEER, AND IF THE SUBGRADE HAS BEEN
PLACED AND ACCEPTED FOR LONGER THAN TEN (10) DAYS AND NO
PAVEAENT HAS BEEN CONSTRUCTED.
7. PAVING CONTRACTOR TO VERIFY AND COORDINATE THE INSTALLATION OF
ALL SLEEVES UNDER PAVEMENT FOR THE IRRIGATON SYSTEM, IRRIGATON
CONTROLS ELECTRICAL EX7ERIOR 97E UGH77NG AND 9GNAGE ETC.
PRIOR TO THE PLACEMENT OF PAVING.
8. ALL EXPANSION JOINTS SHALL BE CONSTRUCTED OR REDWOOD OR
FIBERBOARD
9. REFERENCE S17E PUN FOR PARING DIMENSIONS AND LAYOUT.
10. CONNECTION OF THE PROPOSED SIDEWALK TO EXIS71NG PAVING, SIDEWALK,
BUILDING AND WHEELCHAIR RAMPS STALL BE CONSIDERED SUBSIDIARY TO
THE COST OF THE CONSTRUCTION OF THE SIDEWALK..
11. ALL JOINTS ARE TO CONTINUE THROUGH THE CURB.
12 RADIAL JOINTS STALL BE NO SHORTER THAN 1.5'.
13. CONTRACTOR SHALL AVOID CONSTRUCTING IRREGULAR SHAPED PANELS
AN IRREGULAR SHAPED PANEL IS CONSIDERED TO BE ONE /N WHICH THE
SLAB TAPERS TO A SHARP MOLE WHEN THE LENGTH TO WIDTH RATIO
EXCEEDS J TO 1, OR WHEN A SLAB /S NETHER SQUARE NOR
RECTANGULAR.
STORM DRAIN NOTES:
1. ALL PIPE ENTERING STORM DRAIN STRUCTURES SHALL BE GROUTED TO
ASSURE WATERTIGHT CONNECTIONS.
2 CONTRACTOR IS RESPONSIBLE FOR AQAUS7/NG ALL STORY STRUCTURES
(MANHOLES INLETS ETC) TO FINAL GRADE PRIOR TO. AND AFTER.
PLACEMENT OF PAVING AND GRASS
3 ALL STORM SEINER MANHOLES COVERS /N PAVED AREAS SHALL BE FLUSH
WITH PAVEMENT AND SHALL HAW H-20 TRAFFIC RATED RING AND LOVER
LABELED "STORM SEWER' OR AS REQUIRED BY GOVERNING AUTHORITY.
STORM DRAIN MANHOLES IN UNPAVED AREAS SHALL BE SIX (6) INCHES
ABOVE FINISH GRADE.
4. ALL STORM DRAIN P/PE SHALL BE RCP AS7M C-76. CUSS IlL WALL TYPE
V' UNLESS N07ID OTHERWISE
5 ALL COORDINATES AND DIMENSIONS ARE TO THE CENTERLINE OF UTILITY
OR STRUCTURE.
CONDITIONAL USE REQUEST CU22-30 IS A REQUEST TO AMEND THE PREVIOUSLY APPROVED SITE PLAN TO SPECIFICALLY ALLOW OUTDOOR
STORAGE IN CONJUNCTION WITH THE DEVELOPMENT OF A NEW TWO-STORY CONSTRUCTION OF A BUILDING TRADES CONTRACTOR
EXISTING SYMBOLS
AIR CONDITIONER
BENCHMARK
BOLLARD
CABLE BOX
CABLE PEDESTAL
CABLE VAULT
CLEAN OUT
DOWNSPOUT
ELECTRIC BOX
ELECTRIC MANHOLE
ELECTRIC METER
ELECTRIC PEDESTAL
ELECTRIC TRANSFORMER
ELECTRIC VAULT
FIBER OPTIC MANHOLE
FIBER OPTIC VAULT
FIRE HYDRANT
FLAG POLE
GAS MANHOLE
GAS METER
GAS PUMP ACCESS LID
GAS PEDESTAL
GAS TEST SIGN
GAS VALVE
GRATE INLET
GUY
A,
_. IRRIGATION CONTROL VALVE
'ALLOBJECT SYMBOLS MAY NOT BE ON THIS SITE
LIGHT POLE
MAILBOX
MONITOR WELL
SANITARY SEWER MANHOLE
SIGN
SIGNAL BOX
SIGNAL LIGHT
SOLAR PANEL
SPRINKLER HEAD
STORM DRAIN MANHOLE
TELEPHONE BOX
TELEPHONE MANHOLE
TELEPHONE PEDESTAL
TELEPHONE VAULT
TREE
UNDERGROUND LINE
UNDERGROUND VAULT
UNKNOWN MANHOLE
UNKNOWN PEDESTAL
UTILITY MARKER
UTILITY POLE
WATER MANHOLE
WATER METER
WATER VALVE
WATER VAULT
WATER WELL
YARD LIGHT
EXISTING LINETYPES
EXISTING CURB
-- - -
- M1STNG EDGE OF ASPHALT
-- --
-- EXISTING FENCE
MISTING GABLE
EXISTING COMMUNICATION
MISTING WATER UNE
--RF
EXISTING IRRIGATION
U15TINGSANTTARYSEWER
EXISTING GAS UNE
EXISTING FORCE MAIN
E(WING FIBER-0PTIC CABLE
MISTING TELEPHONE UNE
- I
- EXISTINGOVERHEADELECTRIC
EXWING UNDERGROUND
.-..
- ELECTRIC
MISTING STORM DRAIN
MISTING STORM DRAIN INLET
'ALL UNETYPES MAY NOT BE ON THIS
SITE
CASE NAME: H3 HEADQUARTERS
CASE NUMBER: CU22-30
LOCATION:
MAYOR SECRETARY
DATE:
PLANNING AND ZONING COMMISSION
CHAIRMAN
DATE:
SHEET: 2 OF: 22
APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT
WITH ANY CODES OR ORDINANCES.
PLANNING SERVICES DEPARTMENT
GENERAL NOTES
H3 HEADQUARTERS
LOT 1, BLOCK 1, ESTHER MOORE ADDITION
CRy of Grapevine, Tercent County, Teeas
D.Zon acres
Tone: U
Date of PraparaUon:lune 6tM1, 2022
N
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W-� - 700184
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07-08-2022
0R NO.
8330.002
DRAWN BY:
RWB
DESIGNED BY. RWB
CHI-ED BY. Nip
DATE:
07-08-2022
SHEET:
C1.0
y
3
WARNING TO CONTRACTOR
CALL TEXAS 811 (LOCATING SERVICE) OR OTHER UTILITY
LOCATING SERVICES 48 HOURS PRIOR TO CONSTRUCTION
ACTIVITY EXISTING UTILITY DATA IS PROVIDED FOR
INFORMA7ON ONLY. ALTHOUGH THIS DATA IS SHOWN AS
ACCURATELY AS POSSIBLE, THE CONTRACTOR IS
CAUTIONED THAT DUNA WAY ASSOCIATES L.P. DOES NOT
ASSUME OR IMPLY ANY RESPONSIBIU7-Y FOR THE
10 0 w 20 ACCURACY OF THIS DATA.
-niiii UTILITY NOTE
GRAPHIC SCALE IN FEET THE U77LI77ES SHOWN ON THE PLANS WERE COMPILED
FROM VARIOUS SOURCES AND ARE INTENDED TO SHOW THE
GENERAL EXISTENCE AND LOCA77ON OF UTILITIES IN THE
AREA OF CONSTRUCTION. THE ENGINEER ASSUMES NO
RESPONSIBILITY FOR THE ACCURACY OF THE UTILITY
INFORMATION SHOWN ON THE PLANS. THE CONTRACTOR
o
SHALL VERIFY THE EXACT LOCATION OF ALL UPLIFYl
E
PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL
CONTACT U77LITY COMPANIES 48 HOURS IN ADVANCE OF
ANY CONSTRUCTION ACT7077ES IN ORDER TO DETERMINE IF
z
THERE is ANY CONFLICT WITH THE PROPOSED FACIL177ES.
9
THE CONTRACTOR SHALL NOTIFY THE ENGINEER
IMMEDIATELY WHEN CONFLICTS WITH EXIS77NG U7LI77ES ARE
DISCOVERED. THE FOLLOWING PHONE NUMBERS ARE
PROVIDED FOR CONVENIENCE. CONSIDERATION OF 07HER
U DLI TIES MAY BE REQUIRED.
TEXAS 81T (LOCATING SERVICE) 811
SPECTRUM COMMUNICA77ONS (TV CABLE) (888) 438-2427
!
AT&T (817) 338-6202
VERIZON (800) 483-1000
A WOS ENERGY (800) 817-8090
ONCOR ELECTRIC DELIVERY (888) 313-6862
DEMOLITION LEGEND
#
#
# ! #
— - - x- - - EXISTING CURB TO BE REMOVED
X --- X �.X.--- EXISTING FENCE TO BE REMOVED
o
# # #
EXI5HNGWALLTOBEREMOVED
O
Z
# # ! #
REMOVE EXISTING TREES / / EXISTINGUTHUWTOBE
�(TYP) NNOTEDONPtAN50VEDIAS
REMOVE EXIS77NG-y
BUILDINGS
REMOVE EX/S77NG-----
S/DEWALK
coN Rol F., .v "7-2°
1,211!RO RODSS d'OlED
KOF'HAG n - 64._=8u6
A' 4G:24 4 SGL'
Anon 6 , s9
kk5gtk `BUILDING
TO REMAIN
�w_ 'gym
REMOVE EXIS77NG RETAINING
WALL AND PA ONG
REMOVE EXIS77NG
OVERHEAD ELECTRIC
REMOVE EXISTING
/ SIDEWALK
�'S'!A"DEMOVE
CONCRETE DRIVEWAY IN THIS AREA
(REFERENCE SI7E PLAN FOR LIMITS)
EAST DALLAS ROAD
(VARIABLE WIDTH PUBLIC RIGHT OF WAY)
Roti+tO S MP£D
e C CANDON11 '
NORTHNG _M25265836LC
5 AG,24l5 '»ace
E�E, A7i0N 61267
CONDITIONAL USE REQUEST CU22-30 IS A REQUEST TO AMEND THE PREVIOUSLY APPROVED SITE PLAN TO SPECIFICALLY ALLOW OUTDOOR
STORAGE IN CONJUNCTION WITH THE DEVELOPMENT OF A NEW TWO—STORY CONSTRUCTION OF A BUILDING TRADES CONTRACTOR
-- FULL -DEPTH S! WCUF
TREE REMOVAL
TREE PROTECTION
3
- -
s�e
OBIECi REMOVAL
CONCRf?f SIDEWALK REMOVAL
CONCRETE PAVEMENT REMOVAL
Q
O
CASE NAME: H3 HEADQUARTERS
CASE NUMBER: CU22-30
LOCATION:
MAYOR SECRETARY
DATE:
PLANNING AND ZONING COMMISSION
CHAIRMAN
DATE:
SHEET: 3 OF: 22
APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT
WITH ANY CODES OR ORDINANCES.
PLANNING SERVICES DEPARTMENT
DENKHMON PUN
H3 HEADQUARTERS
LOT 1, BLOCIE 1, ESTH U MOORE ADOMON
City of Gmpw%e, Taevefane County, Tem
0.838 es
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Date of Preweaelon:lune 6th, 2022
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07-08-2022
OR NO.
8310.DO2
DRAWN BY:
RWB
DESIGNED BY:
RWB
CHECKED BY:
NIP
DATE: 07-08-2022
SHEET:
C2.0
VICINITY MAP
NOT TO SCALE
S17E PLAN NOTES.-
1. REFUSE DISPOSAL AREAS SHALL BE LANDSCAPED AND SCREENED FROM VIEW.
2. MECHANICAL AND ELECTRICAL EQUIPMENT INCLUDING AIR COND1770NING UNITS, SHALL BE DESIGNED, INSTALLED
AND OPERATED TO MINIMIZE NOISE IMPACT ON SURROUNDING PROPERTY. ALL SUCH EQUIPMENT SHALL BE
SCREENED FROM PUBLIC 117EW
3 THE MASONRY REQUIREMENTS OF SECTION 54 SHALL BE MET
4. ILLUMINATED S/GNAGE WAS INCLUDING THE DETERM/NA 77ON OF THE /LLUM/NA 77ON LEVELS
5. PROPOSED GROUND S/GNAGE MEETS MINIMUM REQUIREMENTS OF SEC77ON 60 OF THE ZONING ORDINANCE AND
WILL BE APPROVED THROUGH SEPARA 7E BUILDING PERMIT.
6. ALL ONSI7E ELECTRICAL CONDUCTORS ASSOCIATED WITH NEW CONSTRUCTION SHALL BE LOCATED UNDERGROUND.
7. ALL REQUIREMENTS OF THE CITY OF GRAPEVINE SOIL EROSION CONTROL ORDINANCE SHALL BE MET DURING THE
PERIOD OF CONSTRUCTION.
m
i LOT 1, BLOCK 1
MILLER COMPANY ADDITION
CABINET A. SLIDE 12703
I INSTp 0208188055
P.R.T.C.T.
ZONING o i ZONING
R-7.S I 6 ! �-
- - -
L PR SED 6' WOODEN SCREENING FENCE
- - - - - - - - - - - - - - - - - - - - - - -
N 7025449.18
E 2409486. D 11S E 111 .DE77"unu cq PLA =2 67
0' A
CT
N 7025448.51 — — — - - - - --
E 9409701.82 -
01
4' WOODEN FENCE
CPP
i
I EX TING ONE OR
ZONINGS"
RNIN
I
D�G—
_..—
PROPOSED
5,057 SF
30' REAR YARD
PROPOSED CON 7E
6' WOODEN
o°�
DES I
I`F 614.72 15'-S" HEIGHT
SETBACK
'PARKING _.
I
� SCREENING FENCE
-
Pa6G6 �.
I
LOADING AREA
F
LOT , BLOCK ,
3
o
PROPOSED
GG ES HER ADDITION RE
I
h
6' WOODEN
,n I
VC38a 16bPAGE ..
_
SCREENING FENCE
bRTCr
m
GATE+*.
s
PROPOSED
i
20NING
(M
ZONING
OFFICE
LOT i, BLOCK ,
R-7.5
M
1'
OSED
D MPS R WITH
�/t
®. 3,640 SF I
(
N
MAC'S CORNER ADDITION
CABINET A. SLIDE 2236
NST� 0.305
Z I
-
EE"l" WALLS
UPPER LEVEL
g
P. R. T.C.T T.C.T.
15" CID
ZONING -.
MEZZANINE
e
- - - - -
- I
PROPOSED CONCRETE `v,
ll
PARKING -`� -A
1,820 SF
15' SIDE YARD
15' SIDE YARD
N.
- P� °i'-
FF 615.10
SETBACK
SETBACK
PROPOSED
I
I iIl
I
3
24
S 35'-6" HEIGHT
(
EXISTING
FUEL
STRUCTURE CANOPY
�ON
6' WOODEN
I (
7 -ro
0.838 ACRE
I
ADJACENT LOT
SCREENING FENCE
�-
18, 36,485 s0-FT.
30'
1 i
q5O'
I
25BUFFER
I
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ZONING
R-7.5
R50'
y
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I
N 7025279.81
N 7025279.72
412'
u
E 2409697.57
E 2409481.56
EXISTING CONCRETE DRIVEWAY
-
?
--------------------
w ° S BT58 32'W 216.02
r Rmr DEDICAT I PER PLAT X-E DBK-IBK. PARE sa DR.T.
IXd" W
pL�W EX
X N
�__EXIS
WATER ME
EX-lo•ss
,
SSMH
EXIS77NG CONCRETE SIDEWALK
_
95' TO
DRIVEWAY _
99.2' TO ADJACENT DRIVEWAY
EXIS77NG CONCRETE SIDEWALK-J EAST DALLAS ROAD
(VARIABLE WIDTH PUBLIC RIGHT OF WAY)
EXIS77NG FIRE HYDRANT
CONDITIONAL USE REQUEST CU22-30 IS A REQUEST TO AMEND THE PREVIOUSLY APPROVED SITE PLAN TO SPECIFICALLY ALLOW OUTDOOR
STORAGE IN CONJUNCTION WITH THE DEVELOPMENT OF A NEW TWO—STORY CONSTRUCTION OF A BUILDING TRADES CONTRACTOR
NOTE. -ALL ON —SITE ELECTRICAL
CONDUCTORS ASSOCIATED WITH
NEW CONSTRUCTION SHALL BE
LOCATED UNDERGROUND.
CASE NAME: H3 HEADQUARTERS
CASE NUMBER: CU22-30
LOCATION:
MAYOR SECRETARY
DATE:
PLANNING AND ZONING COMMISSION
CHAIRMAN
DATE:
SHEET: 4 OF: 22
APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT
WITH ANY CODES OR ORDINANCES.
PLANNING SERVICES DEPARTMENT
WARNING TO CONTRACTOR
CALL TEXAS 811 (LOCATING SERVICE) OR OTHER UTILITY
LOCA771VG SERVICES 48 HOURS PRIOR TO CONSTRUCTION
ACTIVITY EXISTING UTILITY DATA IS PROVIDED FOR j
INFORMATION ONLY. ALTHOUGH THIS DATA IS SHOWN AS
ACCURATELY AS POSSIBLE, THE CONTRACTOR IS
CAUTIONED THAT DUNAWAY ASSOCIATES L.P. DOES NOT
ASSUME OR IMPLY ANY RESPONSIBILITY FOR THE
ACCURACY OF THIS DATA.
UTILITY NOTE.
THE UTILITIES SHOWN ON THE PLANS WERE COMPILED
FROM VARIOUS SOURCES AND ARE INTENDED TO SHOW THE
GENERAL EXISTENCE AND LOCATION OF UTILITIES IN THE
AREA OF CONSTRUCTION. THE ENGINEER ASSUMES NO
RESPONSIBILITY FOR THE ACCURACY OF THE U77LITY
INFORMATION SHOWN ON THE PLANS. THE CONTRACTOR $
SHALL VERIFY THE EXACT LOCATION OF ALL UT7077ES
PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL
CONTACT UTILITY COMPANIES 48 HOURS IN ADVANCE OF
ANY CONSTRUCT70N ACTIVITIES IN ORDER TO DETERMINE IF z
THERE IS ANY CONFLICT WITH THE PROPOSED FACILITIES. 4
THE CONTRACTOR SHALL NOTIFY THE ENGINEER j
IMMEDIATELY WHEN CONFLICTS WITH EXISTING UTILITIES ARE
DISCOVERED. THE FOLLOWING PHONE NUMBERS ARE
PROIDED FOR CONVENIENCE. CONSIDERATION OF OTHER
U 771.I77ES MAY BE R£OUIREO.
i
TEXAS 811 (LOCATING SERVICE) 811
SPECTRUM COMMUNICA 110NS (TV CABLE) (BBB) 438-2427
A7&T (817) 338-6202
VERIZON (800) 483-1000
A TMOS ENERGY (800) B17-8090
ONCOR ELECTRIC DELIVERY (888) JIJ-6862
SITE LEGEND
PROPERTY BOUNDARY yK a
ADJOINERS a
BUILDING SETBACK
O a
YARD SETBACK
EASEMENT
— — - — - — - — FIRE LANE
------------ PROPOSED CURB
0 PROPOSED WHEELSTOP
PROPOSED RETAINING WALL
PAVED AREA
11j F PARKING COUNT
\�J
'o
C EXISTING POWER POLE
EXISTING SIGN
` m
�r—O Oar— PROPOSED FENCE
X X RIMING FENCE
m
EXISTING FIRE HYDRANT
uqS
m EXISTING WATER VALVE
Q
5� EXISTING SSWR MANHOLE
IL; EXISTING STORM INLET
a
SITE PLAN
I"
H3 HEADQUARTERS
LAT 1, BLOCK 1, ESfHER MOORE ADDITION
CKy of Grapevine, Tamnt County, Tens
0% acres
Z.-: U
Date of Pmparatlon: June 6th, 2022
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100184
07-08-2022
OR NO.
8310.002
DRAWN BY RWB
DESIGNED BY:
RWB
CHECKED BY. NJP
DATE:
07-08-2022
SHEET:
C3.0
m
N 7025449.
E 2409486.
40%
LOWER EXIS77NG
WYE INLET
FG=613.35
7 15" = Rft 37
LOWER EXISTING
WYE INLET
— " FG=612.40
I=.
'Frm
EXIS77NG LINE 77ES IN70—
EXISTING CITY SY57EM
(UNALTERED BY THIS PLAN)
N 7025279.
E 240948t.
I
I
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L-------------------------------------------------
° 9 Rn 1P' -_P Ro. N 7025448.51
,,81 .54LT-20.
E 2409701.82
EXISTING ONE STORY
METAL BUILDING
5,057 SF
FF 614.72 15'-8" HEIGHT
14.
of S
614.6
1.
I I
o i
14
7P= 14.
7P=613.43
T TP=61 .
7P= 1 M
' I TP=612.58
PROPOSED
OFFICE
3,640 SF
UPPER LEVEL
MEZZANINE
1,820 SF
FF 615.10
35'-6" HEIGHT
Ov DO J2 W ZIO_UZ i V RDe DUBC_ PER Pur -E ]!B-1.1 PAS !q ozr.GT.
® - W
IXb W
..... CONCRETE PAVEMENT
EAST DALLAS ROAD
(VARIABLE WIDTH PUBLIC RIGHT OF WAY)
DO
M
N I
of
I
i
I
i
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I
I
I
i N 7025279.81
VE 2409697.57
------ ___
-- ----
CONDITIONAL USE REOUEST CU22-30 IS A REOUEST TO AMEND THE PREVIOUSLY APPROVED SITE PLAN TO SPECIFICALLY ALLOW OUTDOOR
STORAGE IN CONJUNCTION WITH THE DEVELOPMENT OF A NEW TWO-STORY CONSTRUCTION OF A BUILDING TRADES CONTRACTOR
WARNING TO CONTRACTOR
CALL TEXAS 817 (LOCATING SERVICE) OR OTHER UTILITY
LOCA77NG SERVICES 48 HOURS PRIOR TO CONSTRUCT70N
ACTIVITY EXIS77NG UTILITY DATA IS PROVIDED FOR
INFORMA 77ON ONLY. ALTHOUGH THIS DATA IS SHOWN AS
ACCURATELY AS POSSIBLE, THE CONTRACTOR IS
CAUTIONED THAT DUNAWAY ASSOCIATES L.P. DOES NOT
ASSUME OR IMPLY ANY RESPONSIBILITY FOR THE
ACCURACY OF THIS DATA.
UTILITY NOTE
THE U77Ll TIES SHOWN ON THE PLANS WERE COMPILED
FROM VARIOUS SOURCES AND ARE INTENDED TO SHOW THE
GENERAL EXISTENCE AND LOCATION OF UTILITIES IN THE
AREA OF CONSTRUCTION. THE ENGINEER ASSUMES NO
RESPONSIBILITY FOR THE ACCURACY OF THE UTILITY
INFORMATION SHOWN ON THE PLANS. THE CONTRACTOR
SHALL VERIFY THE EXACT LOCATION OF ALL U77LI77ES _
PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL
CONTACT UTILITY COMPANIES 48 HOURS IN ADVANCE OF
ANY CONSTRUCTION ACTIVITIES IN ORDER TO DETERMINE IF z
THERE IS ANY CONFLICT WITH THE PROPOSED FACILITIES g
THE CONTRACTOR SHALL NOTIFY THE ENGINEER
IMMEDIATELY WHEN CONFLICTS WITH EXISTING UTIU77ES ARE
DISCOVERED. THE FOLLOWING PHONE NUMBERS ARE
PROVIDED FOR CONVENIENCE. CONSIDERATION OF OTHER
U 77077ES MAY BE REQUIRED.
I I
TEXAS 811 (LOCH 77NG SERVICE) 871
SPECTRUM COMMUNICA 77ONS (TV CABLE) (888) 438-2427
AT&T (817) 338-6202
VERIZON (800) 483-1000
A TMOS ENERGY (800) 817-8090
ONCOR ELECTRIC DELIVERY (888) 313-6862
GRADING LEGEND #Igiggl#
PROPERLY BOUNDARY # # # g
---------- AOIOINERS
EXISTING MAIOR CONTOUR
DIS TING MINOR CONTOUR
6QQ PROPOSED MAIORCONTOUR
BO2 PROPOSED MINOR CONTOUR
IXISTING STORM DRAIN
_ ERISTING CURB INLET
PROPOSED STORM DRAIN
PROPOSED CURB INLET--
PROPOSED AREA DRAIN 'Q�a
�-_ PROPOSED FLOW ARROW
B$ BOTTOM OF STEP m m e
BW BOTTOM OF WALL
FF FINISHED FLOOR ELEVATION ® m
FG FINISHED GRADEFL )
GT >
FLOW LINE
Cr GUTTER
TC TOP OF CURB
TG TOP OF GRATE , n
77 TOP OF INLET v
TP TOP OF PAVEMENT Z
IS TOP OF STEP Q
IN, TOP OF WALL
CASE NAME: H3 HEADQUARTERS
CASE NUMBER: CU22-30
LOCATION:
MAYOR SECRETARY
DATE:
PLANNING AND ZONING COMMISSION
CHAIRMAN
DATE:
SHEET: 5 OF:22
APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT
WITH ANY CODES OR ORDINANCES.
PLANNING SERVICES DEPARTMENT
GRADING PLAN
for
t18 H DARTERS
LOT i, BtACIL 1, ESTH R MOORE ADDITION
City of Gnpev%! Tarrant County, Taos
0.838 acres
2oro: u
Date of Preparation: June eth, 2022
100184
07-08-2022
,OR N.
8310.002
DRAWN BY:
RWB
OESIGNFD BY:
RWB
cHECREo ev: Nip
DATE:
07-08-2022
SHEET:
C4.0
WARNING TO CONTRACTOR
CALL TEXAS 811 (LOCATING SERVCE) OR OTHER U77LITY
LOCATING SERVICES 48 HOURS PRIOR TO CONSTRUCTION
ACTIVITY EXISTING U77LITY DATA IS PROVIDED FOR
INFORMATION ONLY. ALTHOUGH THIS DATA IS SHOWN AS
ACCURATELY AS POSSIBLE, THE CONTRACTOR IS
CAUTIONED 7HAT DUNAWAY ASSOCIATES L.P. DOES NOT
ASSUME OR IMPLY ANY RESPONSIBILITY FOR THE
m 0 10 m
ACCURACY OF THIS DATA.
t
UTILITY NOTE:
GRAPHIC SCALE IN FEET
THE U77LI77ES SHOWN ON THE PLANS WERE COMPILED
FROM VARIOUS SOURCES AND ARE INTENDED TO SHOW THE
GENERAL EXISTENCE AND LOCATION OF U77LIT7ES IN THE
AREA OF CONSTRUCTION. THE ENGINEER ASSUMES NO
RESPONSIBILITY FOR THE ACCURACY OF THE UTILITY
INFORMATION SHOWN ON THE PLANS. THE CONTRACTOR
SHALL VERIFY THE EXACT LOCA770AI OF ALL UTILITIES
E
PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL
CONTACT UTILITY COMPANIES 48 HOURS IN ADVANCE OF
ANY CONSTRUCTION ACTINTIES IN ORDER TO DETERMINE IF
z
THERE IS ANY CONFLICT WITH THE PROPOSED FACILITIES.
9
THE CONTRACTOR SHALL NOTIFY THE ENGINEER
IMMEDIATELY WHEN CONFLICTS WITH EXISTING UTILITIES ARE
DISCOVERED THE FOLLOWING PHONE NUMBERS ARE
PROVIDED FOR CONVENIENCE. CONSIDERATION OF OTHER
UTILITIES MAY BE REQUIRED,
TEXAS 811 (LOCATING SERVICE) 811
SPECTRUM COMMUNICATIONS (TV CABLE) (888) 436-2427
AT&T (817) 338-6202
VERIZON (800) 483-1000
ATMOS ENERGY (800) 817-8090
ONCOR ELECTRIC DELIVERY (888) 313-6862
DRAINAGE LEGEND
EXIS77NG INLET Z
TO REMAIN--J
-�
C
, i
PROPERTY BOUNDARY
---------- amolNERs
IXISTING MNOR CONTOUR
o
B3
0.051 ac.
`
"" 4�*
-'
\
- - - IXISTNG MINO0. CONTOUR
BOO PROPOSED MAJOR CONTOUR
i
\y\
EOI PROPOSED MINOR CONTOUR
� R� � IXISIING DMINA6E AREA
R�
xEn
PROPOSED DMINAGE AREA
<
EXISTING STORM DMIN
OUSTING CURB INLET
PRO PDSEDSTORMDMIN
a
I
+
BZ
z
0 PR OPOSEDCURSINLET
PROPOSED AREA DMIN
5
x
PROPOSED FLAW AREA
1
DESIGN POINT
INLET NUMBER
Z
W
EXI.S77NG INLETcc
TO REMAIN
to
A_1 DMINAGE AREA
'
ACRES
o
V"'
0.133 ac.
W
tt nn
EXISTING INLET
TO REMAIN
y
YYY
-- -�
00ui
a
'
0.184 ac.
a
IN
CONDITIONAL USE REQUEST CU22-30 IS A REQUEST TO AMEND THE PREVIOUSLY APPROVED SITE PLAN TO SPECIFICALLY ALLOW OUTDOOR
EAST DALLAS
ROAD
STORAGE IN CONJUNCTION WITH THE DEVELOPMENT OF A NEW TWO-STORY CONSTRUCTION OF A BUILDING TRADES CONTRACTOR
_
(VARIABLE WIDTH
PUBLIC RIGHT OF WAY)
%: ;
RATIONAL
METHOD RUNOFF CALCULATIONS
AREA
NAME
AREA (ac.) T.
Cl
(BASE C)
C1*A
15
(in/hr)
Q5
(cfs)
1100
(in/hr)
Q100
(cfs)
COMMENTS
1
2 3
4
5
8
7
8
9
10
Runoff Data
Al
0.184
10.00
0.49
0.09
5.74
0.52
9.24
0.83
DRAINS TO EAST DALLAS ROAD
A2
0.133
10.00
0.30
0.04
5.74
0.23
9.24
0.37
DRAWS TO E. DALLAS ROAD VIA ADJACENT PROPERTY
B1
0.144
10.00
Q42
0.06
5.74
0.35
9.24
O.56
DRAINS TO EXISTING WYE INLET i
B2
0.245
10.00
0.51
0,13
5.74
012
9,24
1 A6
DRAINS TO EXISTING WYE INLET 2
B3
OA51
1000
0.54
0.03
5.74
OA6
9.24
0.25
DRAWS TO EXISTING WYE INLET 3
C
0,080
10.00
OAS
OA4
5.74
021
924
0.33
DRAINS TO ADJACENT PROPERTY
4
TOTAL
0.84
2.18
3.57
CASE NAME: H3 HEADQUARTERS
CASE NUMBER: CU22-30
LOCATION:
MAYOR SECRETARY
DATE:
PLANNING AND ZONING COMMISSION
CHAIRMAN
DATE:
SHEET: 6 OF:22
APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT
WITH ANY CODES OR ORDINANCES.
PLANNING SERVICES DEPARTMENT
PRE DRAINAGE AREA MAP
H3 HEADQUARTERS
lgI, BLOCK 1, ESTHER MOORE ADDITION
[Ry of GnpeWee, Tamnt County, Tens
0.Zon acres
Zone: U
Date of Prepantion:lune 6th, 2022
700184
07-08-2022
108 NO.
831G.002
DRAWN BY:
RWB
DESIGNED BY:
RWB
cHBrxEO Bv: NIP
DATE:
07-08-2022
SHEET:
C4.1
EX/STNG INLET" 63. _ _ y/�� - _. _. .._
TO REMAIN .... 1 __ .. � _. Il I � � - - --
EXIS77NG INLET
TO REMAIN
EX/SRNG INLET -
TO REMAIN
EAST DALLAS ROAD
(VARIABLE WIDTH PUBLIC RIGHT OF WAY)
RATIONAL
METHOD RUNOFF CALCULATIONS
AREA
NAME
AREA (ac.) T.
Cl
(BASE C)
C1'A
15
(inlhr)
05
(cfs)
1100
(inlhr)
0100
(cfs)
COMMENTS
1
2 1 3
4
5
6
7
1 8
9
10
Runoff Data
Al
0.186
10.00
0.75
0.14
534
0.80
924
1.29
DRAINS TO EAST DALLAS ROAD
A2
OA26
10.00
0.50
0.06
5.74
0.36
9.24
OS8
DRAINS TO E. DALLAS ROAD VIA ADJACENT PROPERTY
B1
0.320
10.00
0.78
0.25
5.74
1A3
9.24
2.30
DRAINS TO EXISTING WYE INLET
B2
0.099
10.00
0AB
0.07
5.74
0.38
9.24
0.62
DRAINS TO EXISTING WYE INLET2
83
0.047
10.00
0.61
0.03
5.74
0.16
9.24
0.26
DRAINS TO EXISTING WYE INLET 3
C
0.059
1 10.00
0.54
0.03
5.74
0.18
9.24
0.30
1 DRAINS TO ADJACENT PROPERTY
TOTAL
0.84
3.32
5.34
WARNING TO CONTRACTOR
CALL TEXAS 811 (LOCATING SERVICE) OR OTHER UTILITY
LOCATING SERVICES 48 HOURS PRIOR TO CONSTRUCTION
ACTIVITY EXISTING UTILITY DATA IS PROVIDED FOR !
INFORMATION ONLY ALTHOUGH THIS DATA IS SHOWN AS
ACCURATELY AS POSSIBLE, THE CONTRACTOR IS
CAU77ONEO THAT DUNAWAY ASSOCIATES L.P. DOES NOT
ASSUME OR IMPLY ANY RESPONSIBILITY FOR THE
ACCURACY OF THIS DATA.
UTILITY NOTE:
THE UTILITIES SHOWN ON THE PLANS WERE COMPILED
FROM VARIOUS SOURCES AND ARE INTENDED TO SHOW THE
GENERAL EXISTENCE AND LOCA77ON OF UTILITIES IN THE
AREA OF CONSTRUCTION. THE ENGINEER ASSUMES NO
RESPONSIBILITY FOR THE ACCURACY OF THE UTILITY !
INFORMATION SHOWN ON THE PLANS. THE CONTRACTOR o
SHALL VERIFY THE EXACT LOCA77ON OF ALL U77LI77ES
PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL -
CONTACT UTILITY COMPANIES 48 HOURS IN ADVANCE OF
ANY CONSTRUCTION ACROTES IN ORDER TO DETERMINE IF z
THERE IS ANY CONFLICT WITH THE PROPOSED FACILITIES.
THE CONTRACTOR SHALL NOTIFY THE ENGINEER
IMMEDIATELY WHEN CONFLICTS WITH EXISTING UTILITIES ARE
DISCOVERED- THE FOLLOWING PHONE NUMBERS ARE
PROVIDED FOR CONVENIENCE CONSIDERATION OF OTHER
UTILITIES MAY BE REQUIRED.
TEXAS 811 (LOCATING SERVICE) 811
SPECTRUM COMMUNICATIONS (7V CABLE) (888) 438-2427
AT&T (817) 338-6202
VERIZON (800) 483-1000
A TMOS ENERGY (800) 877-8090
ONCOR ELECTRIC DELIVERY (888) 373-6852
DRAINAGE LEGEND
PROPERTY BOUNDARY Rc y g
RIGHT-0E-WAY
---------- ADJOINERS
a I R[ # a
ERISTING MAJOR CONTOUR
E%ISTING MINOR CONTOUR
BQp'- PROPOSED MAJOR CONTOUR
�BOZ PROPOSED MINOR CONTOUR
Rl• Rl• EXISTING DRAINAGE AREA
RR7♦ Rl♦ PROPOSED DRAINAGE AREA
- - - EXISTING STORM DRAIN
£
- EXISTING CURB INLET
on -
PROPOSED STORM DRAIN
c
w
PROPOSED CURB INU7
C�
PROPOSED AREA DRAIN
m�
PROPOSED FLOW AREA
m
ODESIGN POINT
Q
LU
m
m
INLET NUMBER
` o
A-1 DMINAGE AREA
Q
ll
S.CO dC. ACRES
W
CONDITIONAL USE REQUEST CU22-30 IS A REQUEST TO AMEND THE PREVIOUSLY APPROVED SITE PLAN TO SPECIFICALLY ALLOW OUTDOOR
STORAGE IN CONJUNCTION WITH THE DEVELOPMENT OF A NEW TWO-STORY CONSTRUCTION OF A BUILDING
TRADES CONTRACTOR
CASE NAME: H3 HEADQUARTERS
CASE NUMBER: CU22-30
LOCATION:
MAYOR SECRETARY
DATE:
w.
--- - - --.: _ -
PLANNING AND ZONING COMMISSION
CHAIRMAN
DATE:
SHEET: 7 OF: 22
POST DRAINAGE AREA MAP
APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT
for
H3 HEADQUARTERS
WITH ANY CODES OR ORDINANCES.
LOT 1, BlOCK 1, ESTHER MOORE ADDITION
PLANNING SERVICES DEPARTMENT
City of Grapevine, T t County, TeXas
02�onr�U
Date of Prevention: June 6th, 2022
Q
Z
� Q
LJJ X Q
0
a
Usg
Vf t7 Z
0 aW 0
a
=a W
07-08-2022
108 NO.
8310.002
DRAWN RY:
RWB
OFSIGNFD BY:
RING
CHECKED BY:
NIP
DATE:
07-0&2022
SHEET:
C4.2
. . . . . . . . . .
I
I i
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I
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—-------- —-------
L--------- ---------------------------
N 7025449.18 N 7025448.51
E 2409486.28 I E.sEM5r c�RPN'AT=. 0,1, )P R.rcr /2409701.82S
FQ I
�m I
i7 �o
WI o
M
z
I
EXISTING ONE STORY
METAL BUILDING
5,057 SF
FF 614.72 15'-8" HEIGHT
PROPOSED
OFFICE
3,640 SF
UPPER LEVEL
'
MEZZANINE
1,820 SF
FF 615.10
N 7025279.72
PROPOSED SIDEWALK
E 2409481.56 I
IN PUBLIC RIGHT--OF-WAY
Mack L. Low Entry 6,4 LEU 613 + Wm a Phoe°i. III 25Yd
Overall LenWdtth 28.742t
m r�Iod °, ��� Cl e iemr°Deo° � t
Track WYdt5.000ft
Cum to SO
Curb Turning Radius a.000n
/ DRIVE ONLY ICROSSING
FACILITA7E
NEW SIDEWALK
O)l O L W Lit) UL 3 Rba DEDICAIImII PEA PUT WASTE —1.1 PA(£ 3A DRT T
71
VEMENT
d�n�wNuul�l.l
EAST DALLAS ROAD
(VARIABLE WIDTH PUBLIC RIGHT OF WAY) REFUSE TRUCK
TURN TEMPLATE
CONDITIONAL USE REQUEST CU22-30 IS A REQUEST TO AMEND THE PREVIOUSLY APPROVED SITE PLAN TO SPECIFICALLY ALLOW OUTDOOR
STORAGE IN CONJUNCTION WITH THE DEVELOPMENT OF A NEW TWO-STORY CONSTRUCTION OF A BUILDING TRADES CONTRACTOR
2
A!
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3 =i
wl
Mw
N � I
p w I
(n g
N 7025279.81
E 2409697.57
PROPOSED SIDEWALK
IN PUBLIC RIGHT-OF-WAY
WARNING TO CONTRACTOR
CALL TEXAS 811 (LOCATING SERVICE) OR OTHER UTILITY
LOCATING SERVICES 48 HOURS PRIOR TO CONSTRUC7ION
ACTIVITY EXISTING U77LITY DATA IS PROVIDED FOR
INFORMATION ONLY. ALTHOUGH THIS DATA IS SHOWN AS
ACCURATELY AS POSSIBLE, THE CONTRACTOR IS
CAU77ONED THAT DUNAWAY ASSOCIATES L.P. DOES NOT
ASSUME OR IMPLY ANY RESPONSIBILITY FOR THE
ACCURACY OF THIS DATA.
UTILITY NOTE:
THE U77LY77ES SHOWN ON THE PLANS WERE COMPILED
FROM VARIOUS SOURCES AND ARE INTENDED TD SHOW THE
GENERAL EXISTENCE AND LOCA77ON OF URLII)ES IN THE
AREA OF CONSTRUCTION, THE ENGINEER ASSUMES NO
RESPONSIBILITY FOR THE ACCURACY OF THE U77LITY
INFORMA77ON SHOWN ON THE PLANS. THE CONTRACTOR o
SHALL VERIFY THE EXACT LOCA77ON OF ALL U77LI77ES
PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL
CONTACT UTILITY COMPANIES 48 HOURS IN ADVANCE OF
ANY CONSTRUCTION ACRO77ES IN ORDER TO DETERMINE IF z
THERE IS ANY CONFLICT WITH THE PROPOSED FACILITIES 4
THE CONTRACTOR SHALL N077FY THE ENGINEER
IMMEDIATELY WHEN CONFLICTS WITH EXISTING U77LI77ES ARE
DISCOVERED. THE FOLLOWING PHONE NUMBERS ARE
PROVIDED FOR CONVENIENCE CONSIOERARON OF OTHER
UTILITIES MAY BE REQUIRED.
TEXAS 871 (LOCATING SERVICE) 811
SPECTRUM COMMUNICATIONS (TV CABLE) (888) 438-2427
AT&T (817) 338-6202
VERIZON (800) 483-1000
A TMOS ENERGY (800) 817-8090
ONCOR ELECTRIC DELIVERY (888) 313-6862
PAVING LEGEND
PROPOSED 8" 3.500 PSI PORTIAND
CEMENT CONCRETE W/N3 BARS0 18"
O.CE.W LIME STAR ILIZE D
SUBGMDE OE (36 L85./SY)
PROPOSED''.0 W PSI PORTUND
CEMENT CONCRETE SIOEWAU W/R3
SAPS18"O.C.E.W. ON COMPACTED
SUBGRADE
NOTES
1. CONTRACTOR TO REFERENCE GEOTECHNICAL REPORT
PREPARED BY CMl ENGINEERING PROJECT NUMBER 2994-22-01,
DATED JUNE 2022 FOR PAVEMENT SPECIFICATIONS AND
ALTERNATIVES.
2. CONTRACTOR TO SUBMIT CONCRETE JOINT PLAN TO ENGINEER
FOR REVIEW.
CASE NAME: H3 HEADQUARTERS
CASE NUMBER: CU22-30
LOCATION:
MAYOR SECRETARY
DATE:
PLANNING AND ZONING COMMISSION
CHAIRMAN
DATE:
SHEET: B OF: 22
APPROVAL DOES NOT AUTHORIZE ANY WORN IN CONFLICT
WITH ANY CODES OR ORDINANCES.
PLANNING SERVICES DEPARTMENT
Z
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X
0
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V
07-08-2022
,OR No.
8310.002
DRAWN By
RWB
OESGNEDRY.
RWB
CNECREDBY. PJJP
PAVING PLAN
DaTE. 07-0B-2022
H3 HEADQUARTERS
LOT 3, BLOCK 1, ESTHER MOORE ADDITION
Rli
SHEEt:
C C . O
. J
City of GtaPevine Tamnt County, Teas
EB M,
zolte. u
Date of PropataDon: June RJR,2
N 7025449.1
E 2409486.2
10' DRAINAGE & UTILITY-!
EASEMENT
STA 1+53.24 - SSWR
END SANITARY SEWER SERWCE
5' FROM BUILDING
REF MEP FOR CONTINUATION
FL 6" OUT = 610.60 W
N 7025330.34
E 2409625.89
rSTA 1+07.17 - SSW? -
INSTALL: 6" 45' BEND
FL 6" IN = 609.34 E
FL 6" OUT = 609.34 SW
N 7025330.16
J/A VtVV. VV I JJ IP
CONNECT TO EXISTING
SSMH
FL 6" IN = 606,41 NE
N 7025279.08
E 2409485.61
Bill Bill
I
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I I
I
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0� I
d LS L
I. L _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _
N 7025448.51
SSE 89'4Q� 17" 2y5.54B-Cfi '(PLg =2'I 0) � E 2409701.82
H �
----------------
EXISTING ONE STORY
METAL BUILDING
5,057 Sre0n'° _
�,614.72 15E-8" HEIGHT
^ I
W
0
Z
I
S" SDR-26 PVC
� SSWR
�ef
N 7025279.7 66E 2409481.56 05.72 - WATERiTALL 45' BEND
N = -4.09 NE -
UT = -4. 09 S
N 702529531
IX-10'SS
PROPOSED 1." IRRIGATION METER
INSTALL 1 - 1 1/2"X6" TAP AND SLEEVE
IA Ut VU.VV - WAMM
CONNECT TO EXISTING
WATER METER
FL 1" IN = -4.09 N
N 7025269.59
PROPOSED
OFFICE
3,640 SF
UPPER LEVEL
MEZZANINE
1,820 SF
FF 615.10
35E-6" HEIGHT
0.838 ACRE
36,485 SOFT.
IV JD JL W LJO.UL \ S RON DNNCAMRI POL PVi Vn.WE dBt-i68. Af£ Se oA.TQT
CO .
NCETERPAVEMENT
EAST DALLAS ROAD
(VARIABLE WIDTH PUBLIC RIGHT OF WAY)
JIA VtJ4.Vl - -It'
INSTALL 45' BEND
FL 1"IN= -4.09E
FL 1" OUT = -4.09 SW
N 7025315.32
E 2409579.81
I N 7025279.81
E 2409697.57
G
.DIA /tVV. /J - WA/C/Y
END DOMESTIC WATER 5' FROM BUILDING
REF MEP FOR CONTINUATION
FL 1" OUT = -4.09 W
N 7025315.34
E 2409625.94
CONDITIONAL USE REQUEST CU22-30 IS A REQUEST TO AMEND THE PREVIOUSLY APPROVED SITE PLAN TO SPECIFICALLY ALLOW OUTDOOR
STORAGE IN CONJUNCTION WITH THE DEVELOPMENT OF A NEW TWO-STORY CONSTRUCTION OF A BUILDING TRADES CONTRACTOR
WARNING TO CONTRACTOR
CALL TEXAS 811 (LOCATING SERVICE) OR OTHER U77LITY
LOCATING SERVICES 48 HOURS PRIOR TO CONSTRUCTION
ACTIVITY EXISTING UTILITY DATA IS PROVIDED FOR
INFORMA 77ON ONLY. ALTHOUGH THIS DATA IS SHOWN AS
ACCURATELY AS POSSIBLE, THE CONTRACTOR IS
CAUTIONED THAT DUNAWAY ASSOCIATES L.P. DOES NOT
ASSUME OR IMPLY ANY RESPONSIBILITY FOR THE
ACCURACY OF THIS DATA.
UTILITY NOTE:
i
THE UTILITIES SHOWN ON THE PLANS WERE COMPILED
FROM VARIOUS SOURCES AND ARE INTENDED TO SHOW THE
GENERAL EXISTENCE AND LOCATION OF UTILITIES IN THE
AREA OF CONSTRUCTION. THE ENGINEER ASSUMES NO
RESPONSIBILITY FOR THE ACCURACY OF THE UTILITY
INFORMATION SHOWN ON THE PLANS. THE CONTRACTOR o
SHALL VERIFY THE EXACT LOCATION OF ALL UTILITIES
PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL
CONTACT UTILITY COMPANIES 48 HOURS IN ADVANCE OF
ANY CONSTRUCTION ACTIVITIES IN ORDER TO DETERMINE IF z
THERE 15 ANY CONFLICT WITH THE PROPOSED FACIL177ES. 2
THE CONTRACTOR SHALL NOTIFY THE ENGINEER w
IMMEDIA IELY WHEN CONFLICTS WITH EXISTING UTILITIES ARE
DISCOVERED. THE FOLLOWING PHONE NUMBERS ARE
PROVIDED FOR CONVENIENCE CONSIDERATION OF OTHER
U 77LI TIES MAY BE REQUIRED.
TEXAS 871 (LOCATING SERVICE) 817
SPECTRUM COMMUNICA77ONS (TV CABLE) (888) 438-2427
AT&T (817) 338-6202
VERIZON (800) 483-1000
A TMOS ENERGY (800) 817-8090
ONCOR ELECTRIC DELIVERY (888) 313-6862
UTILITY LEGEND Y Y Y l
o
PROPERTY BOUNDARY yA
- - ADIOINERS
OIG'ONG MAIOR CONTOUR
EOSnNG MINOR CONTOUR
PROPOSED MAOR CONTOUR
O
PROPOSED MINOR CONTOUR
.. _. PROPOSED STORM DRAIN
W
PROPOSED WATER LINE
SS
PROPOSED SANDARY SEWER UNE
IRR
PROPOSED IRRIGATION UNE
ti
PROPOSED GAS UNE
i
PROPOSED TELEPHONE LINE
FO
PROPOSED FIBER OPTIC UNE
ATNT
PROPOSEOAT&TUNE
COMM
PROPOSED COMMUNICATION LINE
OHE
PROPOSED OVERHEAD ELECTRIC
UE
PROPOSED UNDERGROUND
ELECTRIC
FM
PROM SEOSANRARY SEWER
FORCE MAIN
PROPOSED SANITARY SEWER
IL
MANHOLE
PROPOSED SANITARY SEWER
CLEANOUF
PROPOSED WATER METER
PROPOSED FIRE HYDRANT
H
PROPOSED GATE VALVE
PROPOSED PLUG
PROPOSED REDUCER
CASE NAME: H3 HEADQUARTERS
CASE NUMBER: CU22-30
LOCATION:
MAYOR SECRETARY
DATE:
PLANNING AND ZONING COMMISSION
CHAIRMAN
DATE:
SHEET: 9 OF: 22
APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICTWITH ANY CODES OR ORDINANCES.
PLANNING SERVICES DEPARTMENT
UTILITY PU1N
H3 HEADQUARTERS
LOT 1, BLOCK L ESTHER MOORE ADDITION
CRy of GEapeNOn.B3B =t
e, Tamnt County, I -
zone: U
Date of Pmpam[Dn: June Bth, 2022
N tN
U Q
X
e
Q
crzLLI g
i 0
W_ 0- H
Q W
TYfaf
07-08-2022
/OB NO.
8310.002
DRAWN BY:
RWB
DESIGNFD BY:
RWB
CHECKED BY.
NJP
DATE:
07-08-2022
SHEET:
C6.0
b
D
8
I
EAST DALLAS ROAD
(VARIABLE WIDTH PUBLIC RIGHT OF WAY)
CONDITIONAL USE REQUEST CU22-30 IS A REQUEST TO AMEND THE PREVIOUSLY APPROVED SITE PLAN TO SPECIFICALLY ALLOW OUTDOOR
STORAGE IN CONJUNCTION WITH THE DEVELOPMENT OF A NEW TWO—STORY CONSTRUCTION OF A BUILDING TRADES CONTRACTOR
CASE NAME: H3 HEADQUARTERS
CASE NUMBER: CU22-30
LOCATION:
MAYOR SECRETARY
DATE:
PLANNING AND ZONING COMMISSION
DATE:
SHEET: t0 OF:22
APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT
WITH ANY CODES OR ORDINANCES.
PLANNING SERVICES DEPARTMENT
WARNING TO CONTRACTOR
CALL TEXAS 811 (LOCA77NG SERVICE) OR OTHER UTILITY
LOCATING SERVICES 48 HOURS PRIOR TO CONSTRUC77ON
ACT70TY. EXIS77NG UT?LI TY DATA IS PROVIDED FOR
INFORMA 77ON ONLY ALTHOUGH THIS DATA IS SHOWN AS
ACCURATELY AS POSSIBLE, THE CONTRACTOR IS
CAUTIONED THAT DUNA WAY ASSOCIATES L.P. DOES NOT
ASSUME OR IMPLY ANY RESPONSIBILITY FOR THE
ACCURACY OF THIS DATA.
UTILITY NOTE
THE U77LITIES SHOWN ON THE PLANS WERE COMPILED
FROM VARIOUS SOURCES AND ARE INTENDED TO SHOW THE
GENERAL EXISTENCE AND LOCATION OF U77LI77ES IN THE
AREA OF CONSTRUCT70N. THE ENGINEER ASSUMES NO
RESPONSIBILITY FOR THE ACCURACY OF THE UTILITY
INFORMATION SHOWN ON THE PLANS. THE CONTRACTOR a
SHALL VERIFY THE EXACT LOCATION OF ALL UTILl I7E5
PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL
CONTACT UPLITY COMPANIES 48 HOURS IN ADVANCE OF
ANY CONSTRUCTION ACTIVITIES IN ORDER TO DETERMINE IF z
THERE IS ANY CONFLICT WITH THE PROPOSED FACILITIES. g
THE CONTRACTOR SHALL NOTIFY THE ENGINEER
IMMEDIATELY WHEN CONFLICTS WITH EXISTING UTILITIES ARE
DISCOVERED. THE FOLLOWING PHONE NUMBERS ARE
PROVIDED FOR CONVENIENCE CONSIDERA 77ON OF OTHER
UTILITIES MAY BE REQUIRED.
TEXAS 817 (LOCATNG SERVICE) 811
SPECTRUM COMMUNICA DONS (TV CABLE) (888) 438-2427
AT&T (817) 338-6202
VERIZON (800) 483-1000
A TMOS ENERGY (800) 817-8090
ONCOR ELECTRIC DELIVERY (888) 313-6862
i
EROSION CONTROL LEGEND <
PROPERTYBOUNDARY o RP y
---------- ADJOINERS
COSTING MAJOR CONTOUR
O �
OR INGMINORCONTOUR
600 PROPOSED MAJOR CONTOUR
y� PROPOSED MINOR CONTOUR
ERISTING STORM ORAIN
UISTING CURB INIET e
m
PROPOSED STORM DRAIN €
I PROPOSED CURB INLET s;
PROPOSED AREA DRAIN`
�— PROPOSED FIAW AREA — m
SF PROPOSED SILT FENCE A
SW PROPDSEDSTRAWWATTLE m
ME PROPOSED ROCK CHECK DAM
PROPOSED OWRFWW O 1�
STRUCTURE
PROPOSED INIFT PROTECTION
PROPOSED CONSTRUCTION O
ENTRANCE
V
Ov
�X Q
NDO,
O a,
�z 5
W Qw C,
Ln
EROSION CONTROL PUN
H3 HEADQUARTERS
TAT 1, BIACK 1, E51}IER MOORE ADDITION
City of Gnpevr Tamnt County, Texas
Zone;
acres
Io: U
Date of
Preparadon:lune 6th, 2022
07-08-2022
OB NO.
8310.002
DRAWN BY:
RWB
DESIGNED BY:
RWB
CHECKED BY.
Nip
DATE:
07-08-2022
SHEET:
C7.0
J�T.D. WALL 132'-05l8'
i. T.O. OPENINGS 128'-0'
v
T.O. CANOPY 114'-W
T.O.OPENINGS 112'-0'
} B.O.OPENINGS 104'V
FINISHED FLOOR 100'-0'
1" MATERIAL PERCENTAGES
TOTAL 1,858 SF
1 EXTERIOR ELEVATION OPENINGS 9SF
NET 970 SF
scale: 1/8" = l'-0' BRICK 493 SF 51%
FIBER CEMENT 197 SF 20%
METAL 280 SF 29%
MASONRY PERCENTAGE 712j
} T.O. CORNICE 136-W
J, T.O. WALL 132'L 5/8'
J. T.O. OPENINGS 128'-0'
Y
J,B.O.OPENINGS 124'4'
9r
TO. CAN
T.O.OPENINGS 112-'
J B.O.OPENINGS 104'-0'
� FINISHED FLOOR 100'-0•
MATERIAL PERCENTAGES
TOTAL 1,868 SF
/ 3 NET ,378
EXTERIOR ELEVATION OPENINGS 480 SF
1SF
scale; 1/8• c V-0" BRICK 448 SF 33%
FIBER CEMENT 653 SF 47%
METAL 277 SF 20%
MASONRY PERCENTAGE 80%
} T.O. CORNICE 1356
h T.O. WALL 132'.6"
} T.O.OPENINGS 12"
AB.O.OPENINGS 124'-0
' B.O. OPENING 1/4'-0'
T.O. OPENINGS 112'-0'
VA -OPENINGS 104'4Y
k FINISHED FLOOR 100'-0'
MATERIAL PERCENTAGES
TOTAL 2,485 SF
OPENINGS 753 SF
4 EXTERIOR ELEVATION NET 1732 SF
scale: BRICK 591 SF 34%
FIBER CEMENT 766 SF 44%
METAL 375 SF 22%
MASONRY PERCENTAGE 78%
MATERIAL LEGEND
MARK
I LOCATION
MATERIAL. 1 FINISH / NOTE
Ell
PRIMARY FACADE
BRICK VENEER I GRAY
E2
ACCENT FACADE
FIBER CEMENT PANEL I NICHIHA 'SPRUCE'
E3
CANOPY/FASCIA
METAL !CHARCOAL
E4
ACCENT FACADE
ALUMINUM COMPOSITE GRAY
NEW BUILDING ELEVATIONS
fa
143 HEADQUARTERS
LOT i, BLOCK 1, ESTHER MOORE ADDITION
City of Cxapevi8 Tana= County, Texas o .838 a Ll
mne: u
Date of Prepara8o :June Bth, 2022
CASE NAME: H3 HEADQUARTERS
CASE NUMBER: CU22-30
LOCATION:
MAYOR SECRETARY
DATE:
PLANNING AND ZONING COMMISSION
CHAIRMAN
DATE:
SHEET: 18 OF; 22
APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT
WITH ANY CODES OR ORDINANCES.
PLANNING SERVICES DEPARTMENT
CONDITIONAL USE REQUEST CU22-30 IS A REQUEST TO AMEND THE PREVIOUSLY APPROVED SITE PLAN TO SPECIFICALLY ALLOW
OUTDOOR STORAGE IN CONJUNCTION WITH THE DEVELOPMENT OF A NEW TWO-STORY CONSTRUCTION OF A BUILDING TRADES
CONTRACTOR
WWI 1
/(7
urban bobcat
ARCHITECTS
,I51SWNSr,WM2W IWAVURWa0BDkTOW
FORIV"U ,TX'M% YE®NaiHl¢Fmn
O
r
N
N
w
m
z
m
O
n
ISSUE BLOCK
CHECKED BY: MTG
DRAWNBY- JMB
DOC. DATE. 06, 28, 2022
;j
2h
OF
NEW BUILDING
ELEVATIONS
T O. CORNICE
*TO _WALL 13265•13'
`T
T O. OPENINGS 128'-0'
TO. CANOPY_ it4'-0_.
T.O. OPENINGS 112'-0"
�ENINGS 10_4'-0"
FINISHED FLOOR I00' 0"
BTOTAL RICK
PERCENTAG 85:NET 97C S
SF
scF 5i'+6 i
1 EXTERIOR ELEVATION OPENINGS 88SF
/j ale. 1/8' = V-0"
FIBER CEMENT 187 SF 20%
METAL 280 SF 29 %
MASONRY PERCENTAGE 71°T I
MATERIAL PERCENTAGES
TOTAL 1.858 SF I
ti OPENINGS 480 SF
3 `y EXTERIOR ELEVATION NET 1,378 SF
scale: 1(8^ _ 1 -0^ BRICK SF 33% 653 �
FIBER CEMENT 653 SF 47%
METAL 277 SF 201.
MASONRY PERCENTAGE 80%
-�ORNICE 1316'
}17C} WALL 132':& 518"
4r
O OPENINGS i28'-0"
B O.OPENINGS t24-0°
�TO. CANOPY 114_-0°
C. OPENINGS 112'-0°
.&B.0_OPENINGS 104_-0-I'
�FINISNED FLOOR 100`-0"
MATERIAL PERCENTAGES
OTAL 2485 SF
OPENINGS 822SF
2 EXTERIOR ELEVATION NET i 663 SF
BRICK - -- - �5n SF 32"°
FIBER CEMENT 766 SF 46`b
1METAL 374 SF 221.0
MASONRYPERCENTAGE 78°b'...
MATERIAL LPERCENTAGES
I TOTAL 2485 SF
53 SF
4 EXTERIOR ELEVATION NET NINGs I7323F
scale: /$" _ 1'.0" 6 591IER CEMENT 766 BSF 44%
METAL 375 SF 22%
MASONRY PERCENTAGE 18% I.
_ MATERIA_L_LEGEND _
i MARK I LOCATION MATERIAL I FINISH, NOTE
Et PR'AR FACADE BRICK VENEER GRAY
I- E2 � ACCENT FACADE FIBER CEMENT PANEL tNICHIHA 'SPRUCE
E3 CANOPY/FASCIA IMETAL !CHARCOAL
E4 ;ACCENT FACADE ALUMINUM COMPOSITE 1GRAY
NEW BUILDING ELEVATIONS
oa
H3 HEADQUARTERS
LOT 1 BLOCK 1, ESTHER MOORE ADDITION
Qty of Gtapevoe T rrant Courty. Teas
0 838 acres
Zone:
Date of Prepatabo : June 6th, 2022
CASE NAME. rya HEADQUARTERS
CASENUMBER. CU2230
LOCATION.
MAYOR SECRETARY
DATE
PLANNING AND ZONING COMMISSION
CHAIRMAN
DATE
CONDITIONAL USE REQUEST CU22-301S A REQUEST TO AMEND THE PREVIOUSLY APPROVED SITE PLAN TO SPECIFICALLY ALLOW
OUTDOOR STORAGE IN CONJUNCTION WITH THE DEVELOPMENT OF A NEW TWOSTORY CONSTRUCTION OF A BUILDING TRADES
CONTRACTOR
� d
urban bobcat
ARCHITECTS
14515. F"" IT..6tRtE3A tnMHV. TCOM
`ORTNORT, .I Iaa
W
U_
U—
ILL
0 _
W Lr)
Q
J X
Ld
0 0 z
U Cn W
d IZ
�WQ
I-mCr-
z U
0
U
M
O
O
N
N
Q'
W
m
z
m
0
ISSUE BLOCK
i
CHECKED BY. MTG
DRAWN BY -- JMB
DOC DATE--�— — 06,28,2022
NEW BUILDING
ELEVATIONS
190F 22
MATERW-PERCENTAGES
TOTAL 1,587 SF
1� EXTERIOR ELEVATION - SOUTH OPENINGS 7D2 SF
NET 795 SF
scale: 1/8' = 1'.0- STUCCO 600 SF 75% !
BRICK 185 SF 25%
MASONRY PERCENTAGE 100%
MATERIAL PERCENTAGES
�� TOTAL 1.667 SF
/ 3 \ EXTERIOR ELEVATION - NORTH OPENINGS o sF
NET 1,667SF
STUCCO 1,225 SF 73%
BRICK 442 SF z7%
MASONRY PERCENTAGE 100%
MATERIAL LEGEND
MARK
LOCATION
MATERIAL
FINISH / NOTE
Et
ACCENT FACADE
THIN BRICK
GRAY
E2
PRIMARY FACADE
STUCCO
LIGHT GRAY
E3
ROOF
METAL R-PANEL
I REPLACE EXISTING
E4
OVERHEAD DOOR
;EXISTING
PAINT LIGHT GRAY
MATERIAL PERCENTAGES
TOTAL 933 SF
EXTERIOR ELEVATION -EAST OPENINGS 244 SF
\\./1 NET S89 SF
wale: 1/8" = V-O' STUCCO 460 SF 78%
BRICK 129 SF 22%
MASONRY PERCENTAGE 1DD%
MATERIAL PERCENTAGES
TOTAL 8335E
EXTERIOR ELEVATION WEST OPENINGS o SF
NET 83SF
STUCCO 611 SF 73%
BRICK 222 SF 27%
MASONRY PERCENTAGE 10D%
EXISTING BUILDING ELEVATIONS
for
H3 HEADQUARTERS
LOT 1, BLOCK 1, ESTHER MOORE ADDITION
City of Grapevine, Tarrant Canty, Texas
0.838 saes
Zone: LI
Data of Prapemfion: June 6th, 2022
CONDITIONAL USE REQUEST CU22-M IS A REQUEST TO AMEND THE PREVIOUSLY APPROVED SITE PLAN TO SPECIFICALLY ALLOW
OUTDOOR STORAGE IN CONJUNCTION WITH THE DEVELOPMENT OF NEW TWO-STORY CONSTRUCTION OF A BUILDING TRADES
CONTRACTOR
CASE NAME: H3 HEADQUARTERS
CASE NUMBER CU22-30
LOCATION:
MAYOR SECRETARY
DATE:
PLANNING AND ZONING COMMISSION
CHAIRMAN
DATE:
SHEET: 20 OF. 22
APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT
WITH ANY CODES OR ORDINANCES.
PLANNING SERVICES DEPARTMENT
d <
gAA �
urban bobcat
ARCHITECTS
551E MW 11,SA(E211 FORTNNWtIf8a1HOB(AT.COMI
`AORIRTX'18191 if>®naeot�mn
w
U
U-
LL
O Q r
w M� up
v/
F- X
0 0 z
L)¢a
�w
H rn
Z o
0�
U
01
2
O
O
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N
N
w
m
z
m
0
ISSUE BLOCK
CHECKED BY. MTG
DRAWN BY JMB
DOC. DATE. 06 i 28/2022
rA.�tia'.
NfhNl9 2R79'Z +Ph l
EXISTING BUILDING
ELEVATIONS
�1•
1. 7 0 ROOF
115'-8"+�-
,C.O. OPENING I IO'C'
OPENING 10Z Cl
41� BRICK ...... I0
3'
_8"
MATERIAL PERCENTAGES
TOTAL 1,587 SF OR I
EXTERIOR ELEVATION - SOUTH ENINCS 792 SF I
NET - 795SF - i
STUCCO 600 SF 75Y.
BRICK --LILI -Elll,� I
MASONRY PERCENTAGE 100--
MATERIAL PERCENTAGES
TOTAL 166TSF
-3 OPENINGS 0 SF 1 EXTERIOR ELEVATION - NORTH NET 1
667 SF
ale 1/8' = V-0, STUCCO 1225 SF 73%
BRICK 442SF 27%
MASONRY PERCENTAGE _ 100%
MATERIAL LEGEND
MARK LOCATION MATERIAL FINISH i NOTE
Et ACCENT FACADE THIN BRICK GRAY
E2 'PRIMARY FACADE STUCCO LIGHT GRAY
E3 1 ROOF METAL R-PANEL REPLACE EXISTING
E4 i OVERHEAD DOOR EXISTING PAINT LIGHT GRAY
IMATERIAL PERCENTAGES
TOTAL 833 SF
�-2 EXTERIOR ELEVATION - EAST [OPENINGS
INET _ -89 SF
BRICK 129 SE 22%
MASONRY PERCENTAGE 100%
1 MATERIAL PERCENTAGES
�TOTAL 833 SF
!OPENINGS 0 SIP
EXTERIOR ELEVATION WEST
(J.0 813 SF
1 /8" = V-0" STUCCO 11 SF 73%
RICK 222 SF 27%
CASE NAME H3 HEADQUARTERS
CASE NUMBER CU2230
LOCATION
MAYOR SECRETARY
DATE
PLANNING AND ZONING COMMISSION
CHAIRMAN
DATE
EXISTING BUILDING ELEVATIONS
H3 HEADQUARTERS
LOT I BLOCK 1, ESTHER MOORE ADDITI N
C,ty f Gr.p-,- T—t C-My, T-
0 638 —
Z., LI
Date of
Prep ... h.. J.- 6th, 2022
CONDITIONAL USE REQUEST CU2230 IS A REQUEST TO AMEND THE PREVIOUSLY APPROVED SITE PLAN TO SPECIFICALLY ALLOW
OUTDOOR STORAGE IN CONJUNCTION WITH THE DEVELOPMENT OF A NEW TWO-STORY CONSTRUCTION OF A BUILDING TRADES
CONTRACTOR
00-1.1w-M
urban bobcat
ARCHITECTS
7I7i,wNs7772w ==Taw
ISSUE BLOCK
CHECKED BY MTG
DRAWNBY ims
EOC DATE 0Ei26 2022
A
wr
z av
,.279%
00
EXISTING BUILDING
ELEVATIONS
21 OF 22
Lel
'7f
.0 0.6 0.0 0.0
0.0 0.6
0.0
0.0
0.0 0.1
0.2
0.2 0.2
0.4
0.4
0.2 0.2
Lp
0.8
1.0
1.3
1.4
1.3
1.0
0.8
1.0
1.0
1.3
1.5
1.3
1.0
0.8
0.9
1.1
1.4
1.8
1.6
1.4
1.0
. .._. .. _L,t'
v
r
1.1
i
1.4
2.1
2.5
2.8
2.4
1.8
b.1 0.1
0.1
0.1
0.2
0.4
1.0
2.0
I
2.1
T2.7
2.5
2.9
3.4
2.8
2.3
+ +
0.2 0.2
+
0.2
+
0.2
+
0.2
+
0.5
+
1.1
+
2.4
+
2.7
+
3.8
+
2.5
+
3.3
+
4.3
+
3.2
+
2.3
W 014 O
0.3 0.3
0.3
0.3
0.3
0.6
1.4
2.9
3.5
4�
IN 14 ;
+
0.5
+
0.6
+
0.6
+
0.7
+
0.7
+
0.6
+
0.6
+
0.7
+
1.0
1.9
+
2.4
+
2.
+0.7
0.8
0.9
1.0
1.0
0.9
0.9
0.9
1.1
1.8
2.1
2.
0.7
0.8
0.9
1.0
1.0
0.9
0.9
0.9
1.2
1.7
2.0
2.
+
0.7
+
0.8
+
1.0
+
1.3
+
1.2
+
1.0
+
0.9
+
0.9
+
1.1
+
1.8
+
2.3
+
2.
i
+
0.8
+
0.9
+
1.1
+
1.5
+
1.4
+
1.1
}
0.9
}
0.9
+
1.2
2.2
+
2.8
+
3.
1.0
1.1
1.3
1.7
1.6
1.2
1.1
1.1
1.2
2.0
2.3
3.0
LP1025'
P.0 F-0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0
OVERALL SITE PLAN - PHOTOMETRIC
0
■o
1,0
.0
.0
0
0
0 +0.0 b.0 b.0.0
stkiwsO
Description
Avp
Max
Min
Avp/Min
Max/Min
PARKING -NORTH
7.5fc
1.61c
0.7k
15.1:7
Ifi:t
PARKINGI
7.3 fc
3.9 fc
O.Sk
2.tid:1
7.8:1
PARK! NG2
0.1 fc
0.4 fc
0.0 ft
N/A
N/A
LIGHTING FIXTURE SCHEDULE
TYPE
DESORPTION
MANUFACTURER
CATALOG RO,
LAMPS
LP
SINGLE HEAD POLE LIGHT
I BEACON
VP-S-24L-5B4K74-BC
SSW LED
LPI
SINGLE HEAD POLE LIGHT
BEACON
VP ST 136L55.497
SSN LED
W
WALLPACK
HUBBELL
IH11 L`A-0N76
YJW LED
NOTES:
7, ALL LIGHTING FIXTURES MAY NOT NECESSARILY BE USED.
2. ALL FIXTURES SHALL BE UL LISTED.
3. ALL OUTDOOR EMERGENCY FIXTURES SHALL BE DAMP AND/OR WET LOCATION LISTED (AS APPLICABLE TO INSTALLATION) AND SHALL BE
PROVIDED WITH 0'F COLD WEATHER BALLASTS AND DRIVERS (FLUORESCENT, HID, AND LED FIXTURES),
4. ALL EXTEMOR AND SITE/LANDSCAPE LIGHTING MUST ADHERE TO ALL LOCAL LIGHTING ORDINANCES AND REQUIREMENTS. PROVIDE SHIELDING,
GLARE CONTROL, HARDWARE OPTIONS AND ACCESSORIES AS NECESSARY TO COMPLY.
5. FINAL APPROVAL OF ALL LIGHT FIXTURES TO BE BY THE ARCHITECT AND OWNER DURING SUBMITTAL PHASE AND PRIOR TO ANY ORDERING,
PUROHASE OR INSTALLATION OF LIGHT FIXTURES,
6, ALL RECESSED LIGHTING FIXTURES SHALL BE TYPE IC RATED, MANUFACTURED WITH NO PENETRATIONS BETWEEN THE INSIDE OF THE
RECESSED FIXTURE AND THE CEILING CAVITY AND SEALED TO PREVENT AIR LEAKAGE, OR SHALL BE INSTALLED IN A SEALED BOX MAINTAINING
THE REQUIRED CLEARANCES OF NOT LESS THAN I' FROM COMBUSTIBLE MATERIAL AND NOT LESS THAN 3' FROM INSULATION MATERIAL.
7. FIXTURES INSTALLED WITHIN RATED ASSEMBLES SHALL BE PROVIDED AND/OR INSTALLED ACCORDINGLY TO MATCH THE RATING OF THE
ASSEMBLY.
OVERALL SITE PLAN - PHOTOMETRIC
H3 HEADQUARTERS
LOT 1, BLOM 1, ESTHER MOORE ADDITION
Ory of GnpeNO Taacres
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Date of Preparatlon: June 6th, lllu
CASE NAME: H3 HEADQUARTERS
CASE NUMBER: CU22-30
LOCATION:
MAYOR SECRETARY
DATE:
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DOC. DATE: 05H0/2022
NOT FOR REGULATORY
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OR CONSTRUCTION
MATT GREEN, AIA
05/10/22
OVERALL SITE
PLAN -
CONDITIONAL USE REQUEST CU22-30 IS A REOUEST TO AMEND THE PREVIOUSLY APPROVED SITE PLAN TO SPECIFICALLY ALLOW OUTDOOR PHOTOMETRIC
STORAGE IN CONJUNCTION WITH THE DEVELOPMENT OF A NEW TWO-STORY CONSTRUCTION OF A BUILDING TRADES CONTRACTOR
DATE:
SHEET: 22 OF:2L
APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT
NTHANY CODES OR ORDINANCES.
PLANNING SERVICES DEPARTMENT
NOT FOR REGULATORY APPROVAL, PERMITTING, OR CONSTRUCTION I E1.1
TREE PROTECTION TO BE INSTALLED
PER DETAIL A, SHEET L1.O
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URBAN FORESTRY BOUNDARY
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EXISTING TREE TO REMAIN
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AND TO RECEIVE TREE PROTECTION
I 0 '
PER CITY OF REQUIREMENTS
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EXISTING TREE TO BE REMOVED
TREE DATA
TREE NUMBER
TREE SPECIES
TREE CALIPER
PRESERVOREMOVE
1
HACKBERRY
24
PRESERVE
2
ELM
18
PRESERVE
3
HACKBERRY
12
PRESERVE
4
HACKBERRY
12
PRESERVE
5
HACKBERRY
14
PRESERVE
6
HACKBERRY
12
PRESERVE
7
HACKBERRY
12
PRESERVE
8
HACKBERRY
12
PRESERVE
9
HACKBERRY
20
PRESERVE
SO
HACKBERRY
18
PRESERVE
11
ELM
20
REMOVE
12
ELM
24
REMOVE
13
ELM
36
REMOVE
14
HACKBERRY
14
REMOVE
15
HACKBERRY
28
REMOVE
16
ELM
12
REMOVE
17
ELM
20
REMOVE
18
HACKBERRY
10
REMOVE
19
HACKBERRY
12
REMOVE
20
HACKBERRY
12
REMOVE
21
ELM
12
PRESERVE
22
HACKBERRY
36
PRESERVE
TOTALCAUPER
390
TOTAL PRESERVED
CALIPER
Z02
TOTAL REMOVEDCAUPER
188
TOTAL CALIPER PLANTED
66
TOTAL CALIPER TO PAIDIMOTREE FUND
122
(CITY BASED SCHEDULE OF FEES)
CONDITIONAL USE REOUEST CU22-30 IS A REQUEST TO AMEND THE PREVIOUSLY APPROVED SITE PLAN TO SPECIFICALLY ALLOW OUTDOOR
STORAGE IN CONJUNCTION WITH THE DEVELOPMENT OF A NEW TWO—STORY CONSTRUCTION OF A BUILDING TRADES CONTRACTOR
CASE NAME: H3 HEADQUARTERS
CASE NUMBER: CU22-30
LOCATION:
MAYOR SECRETARY
DATE:
PLANNING AND ZONING COMMISSION
DATE:
SHEET. 11 OF: 22
APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT
WITH ANY CODES OR ORDINANCES.
PLANNING SERVICES DEPARTMENT
20 0 20 Q
GRAPHIC SCALE IN FEET
TREE PRESERVATION PLAN
H3 HEADQUARTERS
LOT 1, BLOCK 1, ESTNER MOORE ADDITION
CRY of GnpM0.838acres
Tama County, T.—
Zone: U
Date of Preparation: June 6th, 2022
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JOB NO.
8310.002
DRAWN BY: JMM
DESIGNED BY: KL$
CHECKED BY: N1P
DATE: 07-08-2022
SHEEP:
L1.0
EXISTIN_ ...__ ._ .-_._.........
TREE PROTECTION TO BE INSTALLED
PER DETAIL A, SHEET 1.I.0
LEGEND
URBAN FORESTRY BOUNDARY — — — — —
EXISTING TREE TO REMAIN
AND TO RECEIVE TREE PROTECTION � O
— — — PER CITY REQUIREMENTS
REPLACEMENT TREE
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PLANT SCHEDULE
CONDITIONAL USE REQUEST CU22-30 IS A REQUEST TO AMEND THE PREVIOUSLY APPROVED SITE PLAN TO SPECIFICALLY ALLOW OUTDOOR
STORAGE IN CONJUNCTION WITH THE DEVELOPMENT OF A NEW TWO—STORY CONSTRUCTION OF A BUILDING TRADES CONTRACTOR
LARGE TREES CITY COMMON NAME BOTANICAL NAME CAL. CONT. HBGHT SPREAD
8 CEDAR ELM ULMUS CRASSIFOLLA 3" MIN. 65 GAL 7' MINIMUM 5' 7'
4 CHINESE PISTACHE PISTACIA CHINENSIS 3" MIN. 65 GAL 7' MINIMUM 5 T
tom, ^',,�',,_• JII 6 LIVE OAK QUERCUS VIRGINIANA W MIN. 65 GAL T MINIMUM 5--7'
! 4 SHUMARD OAK QUERCUS SHUMARDII 3" MIN. 65 GAL 7' MINIMUM 5'-7'
TREE DATA
TREE NUMBER
TREE SPECIES
TREE CALIPER
PRESERVE/REMOVE
1
HACKBERRY
24
PRESERVE
2
ELM
18
PRESERVE
3
HACKBERRY
12
PRESERVE
4
HACKBERRY
12
PRESERVE
5
HACKBERRY
14
PRESERVE
6
HACKBERRY
12
PRESERVE
7
HACKBERRY
12
PRESERVE
8
HACKBERRY
12
PRESERVE
9
HACKBERRY
20
PRESERVE
10
HACKBERRY
18
PRESERVE
11
ELM
20
REMOVE
12
ELM
24
REMOVE
13
ELM
36
REMOVE
14
HACKBERRY
14
REMOVE
15
HACKBERRY
28
REMOVE
16
ELM
12
REMOVE
17
ELM
20
REMOVE
18
HACKBERRY
30
REMOVE
19
HACKBERRY
12
REMOVE
20
HACKBERRY
12
REMOVE
21
ELM
12
PRESERVE
22
HACKBERRY
36
PRESERVE
TOTALCAUPER
390
TOTAL PRESERVED
CALIPER
202
TOTAL REMOVED CALIPER
788
TOTAL CAMPER PLANTED
66
TOTAL CAMPER TO PAID INTO TREE FUND
in
(CITY BASED SCHEDULE OF FEES)
CASE NAME: H3 HEADQUARTERS
CASE NUMBER: CU22-30
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LOCATION:
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OF
MAYOR SECRETARY
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0710&2022
DATE:
PLANNING AND ZONING COMMISSION
LOB NO.
D
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8310.002
Imm
CHAIRMAN
GRAPHIC SCALE IN FEET
DATE:
DESIGNED 9Y:
KLS
SHEET: HZ OF: 22
CHEOIED BY:
NIP
TREE REPLACEMENT PLAN
APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT
for
H3 HEAD0UARTERS
DATE:
07-09-2022
WITH ANY CODES OR ORDINANCES.
L0T I, BLOCK I, ESTHER MOORE ADDITION
City of Gnpev0 Tarrant County, Tens
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sNEET:
PLANNING SERVICES DEPARTMENT
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Date m Prepaatfon: June sth, 2D22
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PLANTING NOTES AND SPECIFICATIONS
1. ALL TREES SHALL HAVE STRAIGHT TRUNKS: A CENTRAL LEADER AND BE MATCHING WITHIN VARIETIES
2. ALL PLANT AND TREE HEIGHTS AND SPREADS ARE MINIMUMS. ALL PLANT MATERIAL SHALL MEET OR EXCEED REMARKS AS
INDICATED.
3. SOIL MIX FOR ALL PLANTING AREAS SHALL BE MANUFACTURED SOIL. CONSISTING OF MANUFACTURER'S BASIC TOPSOIL
BLENDED IN A MANUFACTURING FACILITY WITH SAND, STABILIZED ORGANIC SOIL AMENDMENTS, AND OTHER MATERIALS TO
PRODUCE VIABLE PLANTING SOIL. MANUFACTURED SOIL SHOULD ACHIEVE PH OF 5 TO 7.5 AND MINIMUM OF 4 PERCENT
ORGANIC -MATTER CONTENT, FRIABLE, AND WITH SUFFICIENT STRUCTURE TO GIVE GOOD TILL AND AERATION.
4. AMEND MANUFACTURER'S BASIC SOIL WITH COMMERCIAL FERTILIZER (1 /2 POUND PER CUBIC YARD).
S. IN TREE AND SHRUB PLANTINGS, APPLY AMENDED SOIL TO MINIMUM DEPTH OF 16-12 INCHES. FOR TURF AREAS. TILL 7' QUALITY
TOPSOIL INTO 4" DEPTH OF EXISTING SOIL.
A) CONTRACTOR SHALL PREPARE AND FURNISH PROPER SUBGRADE ELEVATIONS FOR USE BY THE LANDSCAPE CONTRACTOR.
B) ALL TOPSOIL SHALL BE FREE OF STONES, ROOTS, CLODS, CONCRETE, BASE, CAUCHE, CONSTRUCTION DEBRIS, AND ANY
OTHER FOREIGN MATERIAL NOT BENEFICIAL FOR PLANT GROWTH
6. ALL TREES AND SHRUB AREAS TO BE MULCHED TO A DEPTH OF 3 INCHES OF WOOD MULCH OR DECOMPOSED GRANITE, IN
ADDITION TO THE MANUFACTURED SOIL. MAINTAIN A 6" CLEAR AREA FROM THE BASE OF THE TREE FREE OF MULCH TO ALLOW
OXYGEN EXCHANGE.
7. LAY SOD WITHIN 48 HOURS OF HARVESTING. DO NOT LAY SOD IF DORMANT OR IF GROUND IS FROZEN OR MUDDY.
B. LAY SOD TO FORM A SOLID MASS WITH TIGHTLY FITTED JOINTS. BUTT ENDS AND SIDES OF SOD: DO NOT STRETCH OR OVERLAP.
STAGGER SOD STRIPS OR PADS TO OFFSET JOINTS IN ADJACENT COURSES. AVOID DAMAGE TO SOIL OR SOD DURING
INSTALLATION. TAMP AND ROLL LIGHTLY TO ENSURE CONTACT WITH SOIL ELIMINATE AIR POCKETS, AND FORM A SMOOTH
SURFACE. WORK SIFTED SOIL OR FINE SAND INTO CRACKS BETWEEN PIECES OF SOD: REMOVE EXCESS TO AVOID SMOTHERING
SOD AND ADJACENT GRASS.
A) LAY SOD ACROSS SLOPES EXCEEDING 1:3.
B) ANCHOR SOD ON SLOPES EXCEEDING 1:6 WITH WOOD PEGS OR STEEL STAPLES SPACED AS RECOMMENDED BY SOD
MANUFACTURER BUT NOT LESS THAN TWO ANCHORS PER SOD STRIP TO PREVENT SLIPPAGE.
9. SATURATE SOD WITH FINE WATER SPRAY WITHIN TWO HOURS OF PLANTING. DURING FIRST WEEK AFTER PLANTING, WATER DAILY
OR MORE FREQUENTLY AS NECESSARY TO MAINTAIN MOIST SOIL TO A MINIMUM DEPTH OF 1-1/2 INCHES BELOW SOD.
10. GENERAL: MAINTAIN AND ESTABLISH TURF BY WATERING, FERTILIZING, WEEDING, MOWING, TRIMMING, REPLANTING. AND
PERFORMING OTHER OPERATIONS AS REQUIRED TO ESTABLISH HEALTHY. VIABLE TURF. ROLL REGRADE, AND REPLANT BARE OR
ERODED AREAS AND REMULCH TO PRODUCE A UNIFORMLY SMOOTH TURF. PROVIDE MATERIALS AND INSTALLATION THE SAME
AS THOSE USED IN THE ORIGINAL INSTALLATION.
11. MOW TURF AS SOON AS TOP GROWTH IS TALL ENOUGH TO CUT. REPEAT MOWING TO MAINTAIN SPECIFIED HEIGHT WITHOUT
CUTTING MORE THAN ONE-THIRD OF GRASS HEIGHT. REMOVE NO MORE THAN ONE-THIRD OF GRASS -LEAF GROWTH IN INITIAL
OR SUBSEQUENT MOWINGS.
12. TURF INSTALLATIONS SHALL MEET THE FOLLOWING CRITERIA AS DETERMINED BY LANDSCAPE ARCHITECT:
A) SATISFACTORY SODDED TURF: AT END OF MAINTENANCE PERIOD, A HEALTHY, WELL -ROOTED. EVEN -COLORED, VIABLE
TURF HAS BEEN ESTABLISHED. FREE OF WEEDS, OPEN JOINTS, BARE AREAS, AND SURFACE IRREGULARITIES.
B) SATISFACTORY SEEDED TURF: AT END OF MAINTENANCE PERIOD, A HEALTHY, UNIFORM, CLOSE STAND OF GRASS HAS BEEN
ESTABLISHED, FREE OF WEEDS AND SURFACE IRREGULARITIES, WITH COVERAGE EXCEEDING 90 PERCENT OVER ANY 10 SQ.
FT. AND BARE SPOTS NOT EXCEEDING 5 BY 5INCHES.
13. STEEL EDGING SHALL BE INSTALLED FOR THE FOLLOWING INTERFACES:
-TURF TO SHRUB
-TURF TO GROUNCCOVER
-GROUNCDOVER TO SEASONAL COLOR
-GROUNDCOVER TO GROUNDCOVER
13. USE SPECIFIED MATERIALS TO REESTABLISH TURF THAT DOES NOT COMPLY WITH REQUIREMENTS, AND CONTINUE MAINTENANCE
UNTIL TURF IS SATISFACTORY.
14. SPECIAL WARRANTY: INSTALLER AGREES TO REPAIR OR REPLACE PLANTINGS AND ACCESSORIES THAT FAIL IN MATERIALS,
WORKMANSHIP, OR GROWTH WITHIN SPECIFIED WARRANTY PERIOD.
A) FAILURES INCLUDE, BUT ARE NOT LIMITED TO, THE FOLLOWING:
A)A) DEATH AND UNSATISFACTORY GROWTH. EXCEPT FOR DEFECTS RESULTING FROM ABUSE, LACK OF ADEQUATE
MAINTENANCE, OR NEGLECTED BY OWNER.
A)B) STRUCTURAL FAILURES INCLUDING PLANTINGS FALLING OR BLOWING OVER.
81 WARRANTY PERIODS: FROM DATE OF SUBSTANTIAL COMPLETION.
B)A) TREES. SHRUBS, VINES, AND ORNAMENTAL GRASSES: 12 MONTHS.
B)Bi GROUNDCOVERS, BIENNIALS, PERENNIALS, AND OTHER PLANTS: 12 MONTHS.
15. LANDSCAPE CONTRACTOR SHALL NOTIFY THE OWNER OF ANY QUESTIONS REGARDING APPLICATION OF PROPOSED PLANT
MATERIAL PRIOR TO INSTALLATION - ESPECIALLY QUESTIONS THAT MAY AFFECT OR ALTER THE WARRANTY OF
SAID MATERIAL.
16. REMOVE ALL STONES AND DEBRIS LARGER THAN 1 INCH IN ANY DIMENSION ON THE SURFACE IN AREAS WHERE PLANTING OR
TURF IS APPLIED.
17. ALL QUANTITIES SHOWN ON PLANS TO BE VERIFIED BY LANDSCAPE CONTRACTOR. LANDSCAPE CONTRACTOR SHALL BE
RESPONSIBLE FOR INSTALLING ALL LABELED PLANT MATERIAL ON PLANS.
18. ALL FINAL SHAPING AND RAKING OF THE TOPSOIL/FINISH GRADES SHALL BE REVIEWED BY OWNER PRIOR TO APPUCATION OF
PLANT MATERIAL. BERMS, IF REQUIRED SHALL BE INSTALLED IN 12 INCH LAYERS/LIFTS AND COMPACTED. EXCESSIVE SLOPES ON
BERMS WHICH MAY CAUSE MAINTENANCE PROBLEMS SHALL BE REVIEWED BY THE OWNER.
19. VERIFY EXISTENCE OF UNDERGROUND UTILITIES PRIOR TO EXCAVATION FOR SITE WORK AND PLANTING.
20. CONTRACTOR SHALL TAKE ALL NECESSARY STEPS TO PROTECT EXISTING UTILITIES AT ALL TIMES.
21. ANY EXISTING SITE IMPROVEMENT OR UTILITY REMOVED. DAMAGED, OR UNDERCUT BY THE CONTRACTOR'S OPERATIONS SHALL
BE REPAIRED OR REPLACED AS DIRECTED BY THE CONTRACTING OFFICER'S REPRESENTATIVE AND APPROVED BY THE
RESPECTIVE UTILITY AT THE CONTRACTOR'S EXPENSE.
22. CONTRACTOR SHALL BE RESPONSIBLE FOR RESTORING TO ITS ORIGINAL OR BETTER CONDITION ANY DAMAGES DONE TO
EXISTING FENCES, CONCRETE ISLANDS, STREET PAVING, CURBS, SHRUBS, TREES, DRIVEWAYS, ETC., SCHEDULE TO REMAIN
(NO SEPARATE PAY ITEM).
23. TREES WHICH ARE DAMAGED OR LOST DUE TO THE CONTRACTOR'S NEGLIGENCE DURING CONSTRUCTION SHALL BE
MITIGATED AND REPLACED AT CONTRACTOR'S EXPENSE.
24. TREES MUST BE MAINTAINED IN GOOD HEALTH THROUGHOUT THE CONSTRUCTION PROCESS. MAINTENANCE MAY INCLUDE, BUT
IS NOT LIMITED TO: WATERING THE ROOT PROTECTION ZONE, WASHING FOLIAGE, FERTILIZATION, PRUNING, ADDITIONAL MULCH
APPLICATIONS, AND OTHER MAINTENANCE AS NEEDED ON THE PROJECT.
25. ALL DISTURBED AREAS WITHIN LIMITS OF CONSTRUCTION NOT ADDRESSED ON PLANTING PLANS SHALL BE HYDROMULCHED AS
DESCRIBED ON PLANS.
26. EXISTING ROOTS SHALL BE CUT WITH A ROCK SAW OR BY HAND, NOT BY AN EXCAVATOR OR OTHER ROAD CONSTRUCTION
EQUIPMENT.
i�"'
NOTES:
1. TREE TO BE PLANTED IN SOIL WITHOUT HIGH
CONTENT OF CLAY OR HIGH CONTENT OF SAND.
2. ANY TREE PRUNING AT THE TIME OF INSTALLATION
SHALL BE COORDINATED WITH OWNER'S
REPRESENTATIVE.
3. INSTALL STAKING SYSTEM AS PER
MANUFACTURER'S INSTRUCTIONS
(MIN.3 PER TREE)
WWW.ARORRSTAKES.COM TEL. 214-810-6678
STAKE LOCATION
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CENTERED/'//
IN HOLEI' a. G
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KEEP ROOT FLARE EXPOSED
i- BIODEGRADABLE LOCK
BIODEGRADABLE STAKE
QUANTITY BASED ON CALIPER SIZE
3" WOOD MULCH OR DECOMPOSED
GRANITE, PER PALN
I F - FINISH GRADE
BACKFILL PLANTING PIT WITH PREPARED
PLANTING SOIL MIX AS SPECIFIED
SCARIFY SURFACE PRIOR TO BACKFILLING
TO IMPROVE ROOT PENETRATION
(' 2 TIMES TREE CONTAINER SIZE TAMP TO PREVENT SETTLEMENT
1' MIN. CLEARANCE ON ALL SIDES
UNDISTURBED SUB -GRADE
A] TREE PLANTING WITH ARBOR STAKES SCALE: 1/7'= 1'-0"
NOTES:
1. LAY SOD THE SAME DAY AS DELIVERY
2. REMOVE WEEDS, TRASH AND ANY ROCKS OR CLUMPS OF SOIL LARGER THAN 1".
3. EXCAVATE EXISTING SOIL TO ALLOW FOR INSTALLATION OF QUALITY TOP SOIL AT A MINIMUM DEPTH OF C, IN ALL AREAS
TO RECEIVE SOD.
4. TILL 7' OF QUALITY TOP SOIL TO A DEPTH OF N' IN ALL AREAS TO RECEIVE SOD.
S. RNE GRADE TILLED AND PREPPED SOIL PER GRADING PLANS TO MINIMIZE DRAINAGE ISSUES.
6. WATER SOIL UNTIL LIGHTLY MOISTENED BEFORE LAYING SOD.
7. LAY SOD ALONG SIDEWALK EDGE AND WORK OUTWARD, MAKING SURE ALL PIECES ARE ROLLED OUT IN THE SAME
DIRECTION.
8. LAY SOD IN A STAGGERED BOND PATTERN, ENSURING THAT EDGES ARE BUTTED UP TIGHTLY AGAINST EACH OTHER,
LEAVING NO GAPS AT SEAMS.
9. FERTIUZE SOLID SOD USING A HIGH PHOSPHATE STARTER PER THE MANUFACTURER'S RECOMMENDATIONS.
10. WATER SOUD SOD AREA, KEEPING THE AREA MOIST FOR TWO WEEKS OR UNBL FULLY ESTABLISHED.
IL AFTER TWO WEEKS. REPLACE ANY DEAD OR DECLINING AREAS OF SOD.
C I SOLID SOD ON PREPARED BASE
iOUD SOD
ROOT ZONE
PREPARED AND TILLED TOP
SOIL/EXISTING COURSE
EXISTING SUBGRADE
SCALE: 1 " = 1'-0"
NOTES:
I. STABIUZER TO BE A PATENTED, NON -TOXIC.
ORGANIC, COLORLESS AND ODORLESS,
CONCENTRATED POWDER WHICH BINDS
DECOMPOSED GRANITE.
2. CONTACT: STABILIZER SOLUTIONS, INC.
I-BM336-5902, OR APPROVED EQUAL.
3. COMPACT DECOMPOSED GRANITE IN 7' UFTS.
14AND-TAMP WHEN PLACING ADJACENT TO WALLS,
PLANTING AREAS, OR IRRIGATION SYSTEMS.
4. CONTRACTOR SHALL PROVIDE GRANITE SAMPLES
FOR APPROVAL PRIOR TO CONSTRUCTION OF
MOCK UP.
FILTER FABRIC WRAPPED UP
TO ADJACENT PAVING
STABILIZED DECOMPOSED GRANITE, ADJACENT
3/9' MAX. INDIVIDUAL FINES PAVING
1 /T
COMPACT SUBGRADE TO
95%PROCTOR DENSITY
E I STABILIZED DECOMPOSED GRANITE SCALE: 1"=V-0"
CONDITIONAL USE REQUEST CU22-30 IS A REQUEST TO AMEND THE PREVIOUSLY APPROVED SITE PLAN TO SPECIFICALLY ALLOW OUTDOOR
STORAGE IN CONJUNCTION NTH THE DEVELOPMENT OF A NEW TWO-STORY CONSTRUCTION OF A BUILDING TRADES CONTRACTOR
EXPOSE T' OF TOP OF
ROOTBALL IN PUNTING
MIX, COVER W/MULCH,
TOP OF ROOTBALL TO
BE I" HIGHER THAN
ADJACENT GRADE
3" WOOD MULCH OR
DECOMPOSED GRANITE,
PER PLAN
SUBGRADE, SEE
SPECIFICATIONS
PLANT MATERIAL AS
SHOWN ON PLANS
TRANSITION EDGE
W WOOD MULCH
OR DECOMPOSED
GRANITE. PER PLAN
PLANT SPACING
PER PLAN
17MIN. PLANTING SOIL
PER SPECIFICATIONS
ADJACENT CONCRETE
PAVING
B I SHRUBS PLANTING DETAIL
DECOMPOSED GRANITE
PLANTING BED FINISH GRADE
1T 1 1 � 4,11 � � ,7>< n,.
of (BLACK)CORLSTEEL EDGING
AP ROVED EQUAL
D i STEEL EDGING
CONCRETE EDGE
Z � �
1
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\Y
•fTT��
_ PLANTSPACING
MAY VARY (SEE
NOTE: PLANT SCHEDULE)
PLANT USING TRIANGULAR SPACING
UNLESS OTHERWISE NOTED
SCALE: NTS
RIVER ROCK
TURF FILTER FABRIC
iSTEEL STAKE O.C.
(INSTALL PER MANN UFFACTURER)
CASE NAME: H3 HEADQUARTERS
CASE NUMBER: CU22-30
LOCATION:
MAYOR SECRETARY
DATE:
PLANNING AND ZONING COMMISSION
CHAIRMAN
DATE:
SHEET: 14 OF: 22
APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT
WITH ANY CODES OR ORDINANCES.
PLANNING SERVICES DEPARTMENT
SCALE: 1 "=1'-0"
LANDSCAPE NOTES & DETAILS
for
H3 HEADQUARTERS
LOT 1, BLOCK 1, ESTHER MOORE ADDITION
Cky of Grapexinq Tarrant County, Texas
0.838 acres
Zone: U
Date of Preparation: June Sth, 2022
II
w
07/08/2022
JOB NO.
8310.002
DMWN BY:
JMM
DESIGNED BY:
KLS
CHECKED BY:
NIP
DATE:
07-08-2022
SHEET:
L2.1
IRRIGATION NOTES:
c
'a
1. IRRIGATION PLAN IS SCHEMATIC. ALL PIPING HEADS, VALVES, ETC. SHALL BE LOCATED AS SHOWN ON THE DETAILS. REPORT ANY
DISCREPANCIES BETWEEN ACTUAL AND PROPOSED SITE CONDITIONS TO THE OWNER. DO NOT PROCEED WITH WORK UNTIL SAID
DISCREPANCIES ARE RESOLVED.
2. VERIFY THAT THE WORK OF OTHER CONTRACTORS/TRADES IS SUFFICIENTLY COMPLETE TO ALLOW COMMENCEMENT OF IRRIGATION
INSTALLATION PRIOR TO BEGINNING Of WORK. CONTRACTORS SHALL COORDINATE INSTALLATION OF ALL IRRIGATION SLEEVES UNDER
PAVEMENT WITH OTHER CONTRACTORS.
3. COORDINATE IRRIGATION INSTALLATION WITH THE WORK OF OTHER CONTRACTORS/TRADES AND PROTECT THE WORK OF OTHER
CONTRACTOR/TRADES. IRRIGATION CONTRACTOR IS RESPONSIBLE FOR ALL DAMAGES RESULTING FROM HIS ACTIONS.
4. THE IRRIGATION CONTRACTOR SHALL PROVIDE THE OWNER WITH TWO COPIES OF THE PARTS LIST AND MANUFACTURER'S CATALOG
SHOWING PERFORMANCE, QUALITY AND FUNCTION OF EACH ITEM OF EQUIPMENT IN THE SYSTEM. IN ADDITION, THE IRRIGATION
CONTRACTOR SHALL PROVIDE THE OWNER WRITTEN INSTRUCTIONS FOR OPERATION AND MAINTENANCE OF THE SYSTEM.
5. PRIOR TO THE ACCEPTANCE OF IRRIGATION SYSTEM BY OWNER, A PERSON QUALIFIED TO REPRESENT THE IRRIGATION CONTRACTOR
SHALL BE PRESENT AT THE FINAL INSPECTION TO DEMONSTRATE THE SYSTEM AND PROVE ITS PERFORMANCE PRIOR TO THE INSPECTION.
ALL WORK SHALL HAVE BEEN COMPLETED, TESTED, ADJUSTED, AND PLACED IN OPERATION.
6. WORK MUST BE GUARANTEED FOR TWO YEARS.
7. IRRIGATION SYSTEM INSTALLATION TO BE PERFORMED IN ACCORDANCE WITH ALL PERTINENT CODES AND ORDINANCES.
S. NO PVC PIPING SHALL BE LOCATED UNDER TREE ROOTBALLS.
9. THE CONTRACTOR SHALL VERIFY LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO INSTALLATION. IF ANY UNDERGROUND OR
ABOVEGROUND CONSTRUCTION IS LOCATED AS TO SIGNIFICANTLY HINDER INSTALLATION OR FUNCTION OF THE IRRIGATION SYSTEM,
THE OWNER SHALL BE NOTIFIED IMMEDIATELY.
10. MAIN LINE PIPING AND LATERAL PIPING MAY BE PLACED IN SAME TRENCH WHEN POSSIBLE. MAIN LINE PIPING SHALL BE INSTALLED
IN BOTTOM OF TRENCH WITH LATERALS ON TOP.
11. SLEEVES SHALL BE INSTALLED WHEREVER PIPES RUN UNDER PAVEMENT. SLEEVES SHALL BE SCH 40 AND A MINIMUM OF TWO PIPE
SIZES LARGER THAN THE PIPE.
12. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING ELECTRICAL POWER TO ALL CONTROLLERS.
13. PRIOR TO BEGINNING OF WORK, CONTRACTOR SHALL VERIFY MINIMUM STATIC PRESSURE AT THE POINT OF CONNECTION OF
«65» PSI. IF THE STATIC PRESSURE IS LESS THAN «45- PSI AT THE POINT OF CONNECTION, STOP WORK, NOTIFY ENGINEER AND DO
NOT PROCEED UNTIL INSTRUCTED BY ENGINEER.
14. ATTACH A PREPRINTED, HEAVY DUTY PLASTIC SERIALIZED TAG TO EACH CONTROL VALVE WITH 'IS ASSOCIATED CONTROLLER
STATION NUMBER. TAGS SHOULD BE AS SUPPLIED BY RAINBIRD OR APPROVED EQUAL.
15. THE PIPE SHOWN IN PAVED AREAS WITHOUT SLEEVES IS SHOWN IN THESE AREAS FOR PURPOSE OF DRAWING CLARITY. PIPE TO BE IN
NEAREST UNPAVED LOCATION.
16. THE IRRIGATION CONTROLLER(S) SHALL BE EQUIPPED WITH RAIN/FREEZE SENSOR)S). MOUNT THE TRANSMITTER(S) IN AN OPEN AREA
AS DIRECTED BY THE OWNER.
17. ALL BACKFLOW INSTALLATIONS AND CONNECTIONS TO CITY WATER LINES MUST BE PERMITTED SEPARATELY BY THE CITY INSPECTION
STAFF.
1B. THE IRRIGATION SYSTEM SHALL BE MAINTAINED IN ITS PROPER WORKING ORDER DURING THE 2 YEAR MAINTENANCE PERIOD
19. ALL WIRING SHALL BE RATED FOR DIRECT BURIAL.
INSPECTION NOTES: DRIP NOTES:
1. HEADS SHALL NOT SPRAY ON IMPERVIOUS SURFACES. 1. AIR RELIEF VALVE TO BE PLACED
AT HIGH POINT IN BED.
2. HEADS SHALL NOT SPRAY ON WALLS OR FENCES.
2. FLUSH VALVE TO BE PLACED AT
3. HEADS SHALL NOT BE CLOSER THAN 4INCHES OF THE EDGE OF LOW POINT IN BED ON EXHAUST
HARDSCAPE. UNE.
4. NO DRINKING DOMESTIC USES ALLOWED ON IRRIGATION LINES, NO
3. THESE LAYOUTS ARE TYPICAL
SWIMMING POOL USE OR FOUNTAINS.
AND ARE SUBJECT TO CHANGE DUE
TO SITE CONDITIONS SUCH AS
S. CONTRACTOR SHALL COMPLY WITH ALL INSPECTION REQUIREMENTS OF
GRADING.
THE MUNICIPALITY.
4. IRRIGATION LATERAL LINES FEED
6. FOR FINAL INSPECTION, IRRIGATOR'S REPRESENTATIVE MUST BE PRESENT.
SUPPLY HEADERS.
SECTION VIEW
0 0
,0 O
PLAN VIEW
TIE A 244NCH LOOP IN ALL
i WIRING AT CHANGES OR
DIRECTION OF 30° OR
i� GREATER. UNTIE AFTER ALL
CONNECTIONS HAVE
BEEN MADE.
RUN WIRING BENEATH AND ALL SOLVENT WELD PLASTIC
BESIDE MAINLINE. TAPE AND PIPING TO BE SNAKED IN
BUNDLE AT I C-FOOT INTERVALS. TRENCH AS SHOWN.
NOTES
1. SLEEVE BELOW ALL RARDSCAPE ELEMENTS WITH SCHEDULE 40 PVC
PIPE, TWICE ME DIAMETER OF THE PIPE OR WIRE BUNDLE WITHIN.
2. FOR PIPE AND WIRE BURIAL DEPTHS, SEE SPECIFICATIONS.
3. CONTROLLER WIRE BURIED WITHOUT CONDUIT SHALL BE RATED FOR
DIRECT BURIAL.
0
E I PIPE AND WIRE TRENCHING SCALE: NTS I F
TYPE'K' COPPER FROM WATER
METER 45' ELL TO REQUIRED DEPTH VALVE BOX. SIZED PER LOCAL
CODE AND TO ACCOMODATE
DOUBLE CHECK DVCA ASSEMBLY
VALVE ASSEMBLY
a
FINISH GRADE
BRICK SUPPORT CONT,
2 LAYERS MIN.
- / 6' DEPTH PEA - FLOW
GRAVEL FILL
MAINLINE PIPING TO
REQUIRED DEPTH
DOUBLE CHECK VALVE ASSEMBLY SCALE: NTS
ET BASED CONTROLLER AS SPECIFIED
WITH KEYED LOCK OR PADLOCK
CONTROL WIRE AND COMMON
WIRE CONNECTIONS
CONDUIT TO IRRIGATION CONTROLLER
FINISHED FLOOR ELEVATION
RISER AND'ELL'
CONDUIT TO IRRIGATION SYSTEM
WALL MOUNT CONTROLLER
_..
ELL CROSS
TEE
2 � 5
WYE 45° ELL
45' ELL
NOTES:
I. SUPPLY LINES 2-1/2' IN DIAMETER OR
LARGER SHALL RECEIVE CONCRETE
THRUST BLOCKS.
2. SEE SPECIFICATIONS FOR AMOUNT OF
CONCRETE TO BE USED FOR THRUST
BLOCK.
THRUST BLOCK
SCALE: NTS
❑1 UNDISTURBED SOIL )TYP.)
2� CONCRETE THRUST BLOCK (TYP.)
3❑ PIPE )TYP.)
�4 REBAR BENT AROUND FITTING )TYP.)
❑5 FITTING(TYPJ
SCALE: NTS
CONDITIONAL USE REQUEST CU22-30 IS A REQUEST TO AMEND THE PREVIOUSLY APPROVED SITE PLAN TO SPECIFICALLY ALLOW OUTDOOR
STORAGE IN CONJUNCTION WITH THE DEVELOPMENT OF A NEW TWO-STORY CONSTRUCTION OF A BUILDING TRADES CONTRACTOR
B I WYE STRAINER
SCALE: NTS
TEMPORARY RISER AND PAVEMENT FINISH GRADE
CAP SOLVENT
WELD TO RISER
N
€
3
CAP
J
-i
I
W
= -
90 ELL (ttP.) p
o
I8" FOR NON -PRESSURIZED LATERAL
m 24" FOR
SLEEVE AS SPECIFIED MAINLINE
PROVIDE SEPARATE
ui
2' CHASE FOR
CONTROL WIRING
IRNRB
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CASE NAME: H3 HEADQUARTERS
CASE NUMBER: CU22-30
--: ANEL NDDDr
20529
LOCATION:
E Ip
MAYOR SECRETARY
07 w2022
DATE:
PLANNING AND ZONING COMMISSION
10B No. 8310.002
DRAWN BY:
1MM
CHAIRMAN
DESIGNED BY:
JMM
DATE:
CHECKED BY:
NIP
SHEET: 18 OF:?2
IRRIGATION NOTES & DETAILS
DATE:
07-08-2022
for
for
APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT K 1,HEADQUARTERS
WITH ANY CODES OR ORDINANCES. LOT 1, BLOCK ESTHER MOORS ADDITION
BEEN
SHEET -
City of Gnpevine,
v County, Texas
U.Zone:
PLANNING SERVICES DEPARTMENT en :�U
Date of Preparation: June Gth, 2022
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BUBBLER
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BUBBLER BODY
m
POLY RISER
4"MIN.TO'
z�
PVC ELL
CURB OR
f'
WALK
It,
LATERAL LINE
FLEXIBLE PVC
17MIN. LENGTH
A�
POP UP BUBBLER
1/2" FPT CONNECTION
FROM LATERAL
LATERAL PIPE
ADJACENT AREA
PLANTER BED
FINISH GRADE
SWING JOINT -
SCALE: NTS
DI DRIP INDICATOR ON SWING JOINT
DRIP TUBING -�
DRIP INSERT ADAPTER
POLY TUBING -
1"MINIMUM SIZE
G1 DRIP START CONNECTION
SCALE: NTS
SPRAY NOZZLE
._ ICl
PVC MAINLINE
I::-
O
SPRAY BODY
1- TOCURB
i
POLY RISER GRWALK
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Z'
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PVC ELL
FLEXIBLE PVC - IT'
MINIMUM LENGTH
SCHEDULE 80
LION
C OR POLY
TERAL LINE
'X I W VALVE
X
LATERAL UNE
EACH CORNER) _ PEA GRAVEL �✓
ROTARY SPRAY HEAD
SCALE: NTS
ClDRIP REMOTE CONTROL VALVE SCALE: NTS
NOTES:
1. PLACE TIE DOWN STAKES EVERY THREE FEET IN SAND, FOUR FEET IN LOAM,
AND FIVE FEET IN CLAY,
2. AT FITTINGS WHERE THERE IS A CHANGE OF DIRECTION SUCH AS TEES OR
FINISH GRADE
ELBOWS. USE TIE -DOWN STAKES ON EACH LEG OF THE CHANGE OF
=
DIRECTION.
j" SOIL MULCH OR ROCK/GRAVEL
VALVE BOX,
/ PER PLAN
SEE SPECS. rc
LINE FLUSHING VALVE
(PLUMB TO PVC)
_
?
(3) BRICK SUPPORTS -�
TURF / FINISH GRADE
EASY FIT INLINE DRIP
COMPRESSION EMITTER
TEE
SUB SURFACE DRIPLINE
TIE DOWN STAKE
DRIP TUBING INSTALLATION SCALE: NTS F DRIP LINE FLUSHING VALVE
6" ROUNE
VALVE BO)
AIR/VACUUM REUEI
VALVE (PLUMB TO TUBING
3/4"M X 1 /711
REDUCTION BUSHINC
2-WAY ADAPTER TEE
(3) BRICK SUPPORT!
P TUBING
_ 6" DEPTH WASHED
PEA GRAVEL
SCALE: NTS H DRIP AIR/VACUUM RELIEF VALVE SCALE: NTS
CONDITIONAL USE REQUEST CU22-30 IS A REQUEST TO AMEND THE PREVIOUSLY APPROVED SITE PLAN TO SPECIFICALLY ALLOW OUTDOOR
STORAGE IN CONJUNCTION WITH THE DEVELOPMENT OF A NEW TWO-STORY CONSTRUCTION OF A BUILDING TRADES CONTRACTOR
C LATERAL (OR
HAUST HEADER)
C REDUCER
)AFTER S X i/7' FPT
!E AS REQUIRED)
4SHED PEA GRAVEL
MP 17'X 17'X 12"
SCALE: NTS
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CASE NAME: H3 HEADOUARTERS
CASE NUMBER: CU22-30
'•
Z0529 {Foe
LOCATION:
MAYOR SECRETARY
o7roazozz
DATE:
PLANNING AND ZONING COMMISSION
LOB No.
8310.002
DRAWN BY:
JMM
CHAIRMAN
DATE:
DESIGNED W:
JMM
SHEET: I� oF:?2
CFiEOD:D BY:
NIP
IRRIGATION DETAILS
APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT
for
HB HEADQUARTERS
DATE:
07-08-2022
WITH ANY CODES OR ORDINANCES.
LOT 1, FJlOCK 1, ESTHER MOORE ADDIfiON
Oty of Grapevine, Tamnt CnuMy, T.—
PLANNING SERVICES DEPARTMENT
0.ZnecU
Date of Preparation: June 6th, 2022
sxEEr:
L3
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