HomeMy WebLinkAboutSP2016-07GRAR VIN
T E A S
CITY OF GRAPEVINE
SITE PLAN APPLICATION
PART 1. APPLICANT INFORMATION
Name of applicant: agent/company/contact
1 d r 3 t_b
Street address of applicant / agent:
l g 49 0 4,S L E{ 0-1 C C_
City / State / Zip Code of applicant / agent:
Telephone number of applicant / agent.
Fax number of applicant / agent:
2-1q-132.--&419;
Email address of applicant/agent
Mobile phone number of applicant/agent
- .camL4
Applicant's interest in subject property:
PART 2. PROPERTY INFORMATION
Street address of subject property
11 00 k.,,Tti wS , ti
Legal description of subject property (metes & bounds must be described on 8 1/2"x 11" sheet)
Size of subject property
Acres Square footage
Present zoning classification:
Iry 0...44 C� B T L
Give a general description of the proposed use or uses for the proposed development:
PART 3. PROPERTY OWNER INFORMATION
Name of current property owner:
Street address of property owner:
1. 06 � o "r � &t A :t,--,
City/ State /Zip Code of property owner:
� 4,
Telephone number of property owner:
Fax number of property owner:
1-) _ 119 - 3 /3Y
❑ Attach a final plat, or replat, of the approved subdivision by city council showing property boundary lines, dimensions, easements,
roadways, rail lines, and public rights -of way crossing and adjacent to the tract ( 1 blueline copy)
❑ Submit a site plan showing all information required by Section 47.E., Site Plan review requirements (see attached requirements).
❑ All site plans must conform to the approved concept plan. Any changes to a site plan, approved with a conditional use or a special use,
can only be approved by city council through the public hearing process.
APR 12 201
PART 4. SIGNATURE TO AUTHORIZE FILING OF A FINAL SITE PLAN
3 C to 1 11 A
Print Applican s Name:
The State Of J
County Of Y—Ck n+ `
Before Meet ��ry on this day personally appeared)
(notary) (applicant)
known to me (or proved to me on the oath of card or other document) to be the person whose name is subscribed to the foregoing instrument and
acknowledged to me that he executed the same for the purposes and consi er tion therein expressed.
P t
(Seal) Given under my hand and seal of office this' u.� day of c , A.D.
E
=Pubfic
mayNotary In And F t to Of exas
Print Property Owners Name: Property Owner's Signature
The State Ofl 'e.-X.e..-S
County Of 1 tet`
Before Me I It) b"' G M&A'—t— on this day personally appeared
(notefry) I(property owner)
known to me (or proved to me on the oath of card or other document) to be the person whose name is subscribed to the foregoing instrument and
acknowledged to me that he executed the same for the purposes and consideration t"rein expressed.
(Seal) Giv=Slateexos
day of
CAROH
NotarY Texas� ivt°ires
iary In
Of
MWN
!I APR 2 2016
3
SP16-07
APRIL 22, 2016
AT&T 1900 MINTERS CHAPEL ROAD
TRACT 6H, J.F. BYRD SURVEY, A-120
AT&T SITE-DX6168 —1900 MINTERS CHAPEL ROAD
All sheets
Please add case number SP16-07 to the signature block of all sheets.
For verification purposes please email a PDF of the revised sheets to
atriplett@grapevinetexas.gov prior to producing the final copies.
The above comments must be reflected in the revised submittal, which
upon review, can be administratively approved. Please submit the revised
documents to the Department of Development Services at 200 South Main
Street.
The revised submittal shall include:
Two (2) unfolded, unbound blackline copies of each sheet, (minimum size 22" x
34")
If you have any questions please contact Albert L. Triplett, Jr. at (817) 410-3155.
Albert Triplett
From: Albert Triplett
Sent: Friday, April 22, 2016 12:42 PM
To: 'Jeremy Baldwin'
Subject: RE: DX6168 - AT&T - Grapevine - 1900 Minters Chapel
Mr. Baldwin,
please acknowledge your receipt of the staff comment sheet for 1900 Minters
Chapel. Thank you.
Albert L. Triplett Jr.
Planner II
City of Grapevine
200 S. Main Street
Grapevine TX 76051
817.410.3155
From: Albert Triplett
Sent: Friday, April 22, 2016 9:32 AM
To:'Jeremy Baldwin' <jbaldwin craftongroup.com>
Cc: Manda Pancholy <mpancholy@grapevinetexas.gov>; Jeff Marshall <jmarshall craftongroup.com>; Carol Marchant
<cma rcha nt@gra pevi netexas.gov>
Subject: RE: DX6168 - AT&T - Grapevine -1900 Minters Chapel
Mr. Baldwin,
please see the attached comment sheet.
any questions. Thank you.
Albert L. Triplett Jr.
Planner II
City of Grapevine
200 S. Main Street
Grapevine TX 76051
817.410.3155
Please feel free to contact me if you have
From: Jeremy Baldwin [
Sent: Friday, April 22, 2016 8:45 AM
To: Albert Triplett <j ri Wl tt �: r�L vinet xas.gpy>
Cc: Manda Pancholy < np3pncholy@gLqI)evin to g5,ggy>; Jeff Marshall < ; Carol Marchant
<cr»rehnt grvintxas. p_v>
Subject: RE: DX6168 - AT&T - Grapevine - 1900 Minters Chapel
M,
Have you had the opportunity to review our submittal yet? Do we need to make any revisions?
1
Albert Triplett
From: Albert Triplett
Sent: Friday, April 22, 2016 2:28 PM
To: 'Jeremy Baldwin'
Subject: RE: DX6168 - AT&T - Grapevine - 1900 Minters Chapel
Thank you.
Albert L. Triplett Jr.
Planner 11
City of Grapevine
200 S. Main Street
Grapevine TX 76051
817.410.3155
From: Jeremy Baldwin [mailto:jbaldwin craftongroup.com)
Sent: Friday, April 22, 2016 12:42 PIVI
To: Albert Triplett <atriplett@grapevinetexas.gov>
Subject: RE: DX6168 - AT&T - Grapevine - 1900 Minters Chapel
We have them. I have engineering working on the revisions now.
Jeremy G. Baldwin
Crafton Communications, Inc.
1870 Crown Drive
Suite 1500
Dallas, TX 75234
(214) 632-6683 Cell
(972) 910-1100 Office
(469) 209-4507 Direct
(972) 961-4424 Fax
From: Albert Triplett [maiIto:atri_pLeq@ , vir�t t�
grap QY)
Sent: Friday, April 22, 2016 12:41 PIVI
To: Jeremy Baldwin <
Subject: RE: DX6168 - AT&T - Grapevine - 1900 Minters Chapel
Mr. Baldwin,
please acknowledge your receipt of the staff comment sheet for 1900 Minters
Chapel. Thank you.
Albert L. Triplett Jr.
Planner 11
City of Grapevine
200 S. Main Street
Grapevine TX 76051
817.410.3155
11
April 26, 2016
Jeremy Baldwin
AT&T Mobility
Crafton Communications
1870 Crown Dr #1500
Dallas, TX 75234
Re: Case No. SP16-07
This letter is to verify that your Site Plan Review application SP 16-07 for property located
at 1900 Minters Chapel Road and platted as Tract 6H, J F Byrd Survey, Abstract 120 was
approved per the enclosed site plan on April 26, 2016. Please find enclosed an approved
site plan set for your records.
No site plan approval shall be valid for a period longer than one (1) year from the date such
approval is issued, unless a building permit is issued and construction is actually begun
within that period, and is thereafter diligently pursued to completion or an occupancy permit
is obtained and a use commenced within that period. Approval of an application does not
authorize any work in conflict with any Codes or Ordinances of the City of Grapevine
Any changes to a site plan approved with a conditional use or a special use can only
be approved by city council through the public hearing process.
If you have any questions relative to your building permit, please contact the Plans
Examiner, at (817) 410-3165. If you have any further questions regarding your site plan
approval, please feel free to contact me at (817) 410-3155.
Since ly,
Susan Batte
Planning Technician
Friday, March 11, 2016
Nexius
1301 Central Expwy. South Suite 200
Allen, TX 75013
RE: Evaluation for Placement of New Equipment
AT&T Site Name: Minters Chapel / N. Airfield LTE 4C upgrade
AT&T Site No: DX6168 (10010800)
1900 Minters Chapel Rd.
Grapevine, TX 76051
Celeris Project No 16-8491
Nexius:
A Review has been performed to determine if the existing structure is adequate to support
the proposed load for the above referenced site. The structure reviewed is the existing steel
water tower wall. The review was based on information provided to us by Nexius and a site
walk performed by The Celeris Group and a site audit performed by MTSI.
Final loading is as follows:
1. Twelve (12) Existing antennas to remain.
2. Nine (9) RRU's to remain.
3. Twelve (12) TMA's to remain.
4. Two (2) SSB's to remain.
5. All coax and cabling to remain.
6. Add Three (3) RRUS-32's on existing brackets.
Note: The final loading on this upgrade is less than the previous analysis run by The
Celeris Group dated 4/7/14 that passed at 94.8%.
Based on the information available to us, the existing and proposed load will have minimal
impact on the overall structure and have sufficient capacity to support the new loads in
addition to all existing and code required loads in accordance with International Building
Code (IBC) 2012.
AT&T Site No: DX6168 TCGI #
0 ,fit o n I T X 7, 6 010
ufte 125
JOULP15CPOUP ,',0), 817,446,1"00
This evaluation is limited to the information available to us at this time. If any of the
information provided is incorrect or changed, please notify us and we will make correction
to our analysis and evaluation.
This evaluation assumes the existing structure is in good condition with no allowance for
missing, damaged or deteriorating members and proper alignment and plumbness. Based
on our visual inspection the tower appears to be in good structural condition with no signs
of deterioration.
Should you have any question, or if additional information is required please do not hesitate
to contact us. We appreciated the opportunity to be of service.
Sincerely,
,,7" ZHEIUIPG GUO i
.,..«,.
jo • 4667....... ,✓
altt/za6
Zhenjing Guo PE
The Celeris Group
Attachment:
Sheet CO3 — Tower elevations
I�0F��!-
AT&T Site No: DX6168 TCGI # 16-8491
1: GENERAL REQUIREMENTS 3. ALL WASTE MATERIAL SHALL BE PROPERLY DISPOSED OF OFF-51TE OR A5 G. EMBANKMENT 5. GENERAL NOTES:
DIRECTED BY THE CONSTRUCTION MANAGER AND IN ACCORDANCE WITH
A. PURPOSE AND INTENTJURISDICTIONAL AUTHORITIES, 1. CONSTRUCT EMBANKMENT TO THE LINES AND' GRADE SHOWN ON THE DRAWINGS. 1. IT IS THE CONTRACTOR'S RESPONSIBILITY TO EXAMINE ALL PLAN S EETS AND
SPECIFICATIONS AND COORDINATE HIS WORK WITH THE WORK OF :L OTHER
1. THE DRAWING AND SPECIFICATIONS ARE INTENDED TO BE FULLY EXPLANATORY M. LIVESTOCK PROTECTION 2. CONSTRUCT EMBANKMENT FROM ON-SITE EXCAVATION MATERIALS WHEN CONTRACTORS TO ENSURE THAT WORK PROGRESSION IS NOT INTE RUPTED.
AND SUPPLEMENTARY, HOWEVER, SHOULD ANYTHING BE SHOWN, INDICATED, OR SUITABLE. USE IMPORTED BACKFILL ONLY AFTER AVAILABLE ON-SITE EXCAVATION
SPECIFIED ON ONE AND NOT THE OTHER, IT SHALL BE DONE THE SAME AS IF 1. PROTECT AND SECURE LIVESTOCK. MAINTAIN AND SECURE EXISTING PERIMETER MATERIALS HAVE BEEN USED. 2. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING A NEAT AND ORDERLY SITE, YARD
SHOWN, INDICATED, OR SPECIFIED IN BOTH. SHOULD THERE BE ANY FENCING AND OR GATED ENCLOSURES. AND GROUNDS. CONTRACTOR SHALL REMOVE AND DISPOSE OFF SITE ALL RUBBISH,
DISCREPANCIES BETWEEN REQUIREMENTS SHOWN IN BOTH, THE MORE 3. CONSTRUCT IN LIFTS OF NOT MORE THAN 12 INCHES IN LOOSE DEPTH. THE WASTE MATERIALS, LITTER AND ALL FOREIGN SUBSTANCES. REMOVE PETROCHEMICAL
STRINGENT REQUIREMENTS SHALL' APPLY. I SITE PREPARATION FULL WIDTH OF THE CROSS' SECTION SHALL BE BROUGHT UP UNIFORMLY. SPILLS, STAINS AND OTHER FOREIGN DEPOSITS. RAKE GROUNDS TO A SMOOTH
EVEN --TEXTURED SURFACE.
2. THE INTENTION OF THE DOCUMENTS IS TO INCLUDE ALL LABOR AND MATERIALS A. SCOPE OF WORK INCLUDES 4. MATERIAL SHALL BE PLACED IN LAYERS ANIS SHALL BE NEAR OPTIMUM'.
REASONABLY NECESSARY' FOR THE PROPER EXECUTION AND COMPLETION OF MOISTURE CONTENT BEFORE ROLLING TO OBTAIN THE PRESCRIBED COMPACTION. 3. THE PLANS SHOW SOME KNOW SUBSURFACE STRUCTURES ABOVE ROUND STRUCTURES
THE WORK AS STIPULATED IN THE CONTRACT. 1. PROTECTION F EXISTING TREES. VEGETATION AND LANDSCAPING MATERIALS AND/OR UTILITIES BELIEVED TO EXIST IN THE WORKING AREA. EXA T LOCATION OF
C 0 O E S G EE GET WETTING OR DRYING OF THE MATERIAL AND MANIPULATION TO SECURE A
WHICH MIGHT BE DAMAGED BY CONSTRUCTION ACTIVITIES. UNIFORM MOISTURE CONTENT THROUGHOUT THE LAYER MAY BE REQUIRED WHICH MAY VARY FROM THE LOCATIONS INDICATED, IN PARTICULAR THE CONTRACTOR IS
SUCH OPERATIONS SHALL BE INCLUDED IN THE APPROPRIATE BID 'ITEM. SHOULD WARNED THAT THE EXACT OR EVEN APPROXIMATE LOCATIONS OF SUCH PIPELINES,
B CONFLICTS 2, TRIMMING OF EXISTING TREES AND VEGETATION AS REQUIRED FOR PROTECTION THE MATERIAL BE TO WET TO PERMIT PROPER COMPACTION. IT IS THE SUBSURFACE STRUCTURES AND/OR UTILITIES IN THE AREA MAY BE SHOWN OR MAY
DURING CONSTRUCTION ACTIVITIES. CONTRACTOR'S RESPONSIBILITY TO UTILIZE MATERIAL WITH AN ACCEPTABLE NOT BE SHOWN AND IT SHALL BE HIS RESPONSIBILITY TO PROCEE WITH GREAT CARE
1. VERIFY ALL MEASUREMENTS AT THE SITE BEFORE ORDERING MATERIAL OR DOING MOISTURE CONTENT, IN EXCAVATION ANY WORK. 48 HOURS BEFORE YOU DIG, DRILL OR BLAST CALL LOCAL
ANY WORK. NO EXTRA CHARGE OR COMPENSATION WILL BE ALLOWED DUE TO 3. CLEARING AND GRUBBING OF STUMPS, VEGETATION, DEBRIS. RUBBISH, UTILITY LOCATOR COMPANY.
DIFFERENCES BETWEEN ACTUAL DIMENSIONS OR DIMENSIONS SHOWN ON PLANS. OTHERWISE TO AT&T DESIGNATED TREES AND SITE IMPROVEMENTS.
5. DO NOT PLACE FROZEN MATERIAL IN THE EMBANKMENT AND DO NOT PLACE 4. THE OWNER OR OWNERS'S REPRESENTATIVE SHALL BE NOTIFIED IN WRITING OF ANY
SUBMIT NOTICE OF ANY DISCREPANCY IN DIMENSIONS OR EMBANKMENT MATERIAL UPON FROZEN MATERIAL.
FOR RESOLUTION BEFORE PROCEEDING WITH THE WORK. 4. TOPSOIL STRIPPING AND STOCKPILING. CONDITIONS THAT VARY FROM THOSE SHOWN ON THE PLANS. THE CONTRACTOR'S WORK
SHALL NOT VARY FROM THE PLANS WITHOUT THE EXPRESSED APPROVAL OF THE
6. CONTRACTOR SHALL BE RESPONSIBLE FOR THE STABILITY OF EMBANKMENTS
2. NO PLEA {1F IGNORANCE OF CONDITIONS THAT EXIST, OR OF DIFFICULTIES OF 5. TEMPORARY EROSION CONTROL SILTATION CONTROL AND DUST CONTROL OWNER OR THE OWNER'S REPRESENTATIVE.
CONDITIONS THAT MAY BE ENCOUNTERED,: OR OF ANY OTHER RELEVANT MATTER AND THE REPLACEMENT OF ANY PORTION WHICH HAS BECOME DISPLACED DUE
N EXCUSE CONFORMING TO LOCAL REQUIREMENTS AS APPLICABLE. TO THE CONTRACTOR'S OPERATIONS. 5. THE CONTRACTOR IS INSTRUCTED TO COOPERATE WITH ANY AND ALL OTHER
CONCERNING THE EXECUTION OF THE WORK WILL BE ACCEPTED AS A
FOR ANY FAILURE OR OMISSION ON THE PART OF THE CONTRACTOR TO FULFILL- CONTRACTORS PERFORMING WORK ON THIS JOB SITE DURING THE PERFORMANCE OF
6, i EMPORARY PROTECTION OF ADJACENT PROPERTY, STRUCTURES, BENCHMARKS, THIS CONTRACT
EVERY DETAIL OF ALL THE REQUIREMENTS OF THE CONSTRUCTION DOCUMENTS 7. START LAYERS IN THE DEEPEST PORTION OF THE FILL AND AS PLACEMENT
GOVERNING THE WORK. AND MONUMENTS. PROGRESSES, CONSTRUCT LAYERS APPROXIMATELY 'PARALLEL TO THE FINISHED
' GRADE LINE. 6. THE CONTRACTOR SHALL RESTORE ALL DAMAGED, PUBLIC OR PRIVATE, PROPERTY TO AT
7. PROTECTION AND TEMPORARY RELOCATION, STORAGE AND RE-INSTALIATION OF LEAST AS GOOD OF CONDITION AS BEFORE DISTURBED AS DETERM NED BY THE OWNER
G. GLEANING EXISTING FENCING AND OTHER SITE IMPROVEMENTS SCHEDULED FOR REUSE. OR OWNER'S REPRESENTATIVE
8. ROUTE EQUIPMENT, BOTH LOADED AND EMPTY, OVER THE FULL WIDTH OF
1. KEEP THE SITE FREE FROM ACCUMULATION OF WASTE AND RUBBISH CAUSED BY EMPLOYEES. EMBANKMENT TO ENSURE UNIFORMITY OF MATERIAL PLACEMENT. 7. THE CONTRACTOR SHALL COMPLY WITH ALL REQUIRED PERMITS.
AT THE COMPLETION OF THE WORK, REMOVE ALL WASTE AND NON-CONSTUCTION MATERIAL, $. REMOVAL AND LEGAL DISPOSAL OF CLEARED MATERIALS.
INCLUDING ALL CONTRACTOR TOILS, SCAFFOLDING, AND SURPLUS MATERIAL AND LEAVE SITE
THE CONTRACTOR SHALL PROTECT ECT EXISTING PROPERTY LINE MOND' ENTATION. ANY
B• PRODUCTS AND MATERIALS (AS APPROVED BY CONSTRUCTION MANAGER OR AS NOTED 9. COMPACT EMBANKMENT UNDERLYING NEW GRAVEL PAVING,' FLOOR SLABS AND 8. ,
CLEAN AND READY FOR USE. MONUMENTATION DISTURBED OR DESTROYED, AS JUDGED BY THE OWNER OR OWNER'S
' IN CONSTRUCTION DOCUMENTS. STRUCTURES TO 95 PERCENT COMPACTION AT A MAXIMUM DRY :DENSITY' AS
D CODES DETERMINED BY ASTM D-1557 OR WITHIN PLUS OR MINUS 3 PERCENT OF REPRESENTATIVE SHALL BE REPLACED.
1. MATERIALS USED FOR TREE PROTECTION, EROSION CONTROL, SILTATION OPTIMUM MOISTURE CONTENT. COMPACT NON' -STRUCTURAL AREA EMBANKMENTS 9. ALL TRENCH EXCAVATION AND ANY REQUIRED SHEETING AND SHORING SHALL BE DONE
1. CONTRACTOR SHALL BE RESPONSIBLE FOR FOLLOWING ALL LAWS, REGULATIONS, AND CONTROL, AND DUST CONTROL TO A MINIMUM OF 90 PERCENT OF ASTM D 1557. IN ACCORDANCE WITH OSHA REGULATIONS FOR CONSTRUCTION.
RULES PROMULGATED BY FEDERAL STATE AND LOCAL AUTHORITIES WITH JURISDICTION OVER H. SITE GRADING 10, CONTRACTOR SHALL BE RESPONSIBLE FOR DEWATERING AND THE MAINTENANCE OF
THE SALTIER, THIS RESPONSIBILITY IS IN EFFECT REGARDLESS OF WEATHER THE LAW, 3. EARTHWORK SURFACE DRAINAGE DURING THE COURSE OF WORK.
ORDINANCE, REGULATION' OR RULE IS MENTIONED IN THESE SPECIFICATIONS. 1. USING ON-SITE EXCAVATION' MATERIALS, SHAPE TRIM, FINISH AND COMPACT
A. SCOPE OF WORK INCLUDES SURFACE AREAS TO CONFORM TO THE LINES'. GRADES AND CROSS SECTIONS 11. ALL UTILITY WORK INVOLVING CONNECTIONS TO EXISTING SYSTEMS SHALL BE
E LICENSING SHOWN ON THE DRAWINGS OR AS DESIGNATED BY THE CONSTRUCTION 'MANAGER. COORDINATED WITH THE OWNER OR OWNER'S REPRESENTATIVE AND THE UTILITY OWNER
1. EXCAVATION, TRENCHING, FILLING, COMPACTION, AND GRADING FOR BEFORE EACH AND EVERY CONNECTION TO EXISTING SYSTEMS IS MADE.
STRUCTURES, SITE IMPROVEMENTS AND UTILITIES 2. GRADE SURFACES TO DRAIN AND ELIMINATE ANY PONDING' OR EROSION.
CONTRACTOR SHALT_ HAVE AND MAINTAIN A VALID CONTRACTORS LICENSE FOR THE LOCATION 12. MAINTAIN FLOW FOR ALL EXISTING UTILITIES.
IN WHICH THE WORK IS TO BE PERFORMED. FOR JURISDICTIONS THAT LICENSE INDIVIDUAL
2. MATERIALS FOR SUB -BASE, DRAINAGE, BACKFILL AND GRAVEL FOR SLABS, 3. ELIMINATE WHEEL RUTS BY'REGRADING,
TRADES, THE TRADESMAN OR SUBCONTRACTOR PERFORMING THOSE TRADES SHALL BE 13, ALL SITE FILL SHALL MEET SELECTED FILL STANDARDS AS DEFINEC BY THE OWNER OR
LICENSED'. RESEARCH AND COMPLY WITH THE LICENSING LAWS, PAY LICENSE FEES, AND PAVEMENTS AND IMPROVEMENTS, 4. COMPACT AREAS OF UNDERLYING NEW GRAVEL, PAVING, FLOOR SLABS AND OWNER'S REPRESENTATIVE ON THE DRAWINGS OR GEOTECHNICAL REPORT RECOMMENDATIONS
SELECT AND INFORM SUBCONTRACTORS REGARDING THESE LAWS. STRUCTURES TO A 95 PERCENT COMPACTION AT A MAXIMUM DRY DENSITY AS
3. ROCK EXCAVATION WITHOUT BLASTING. DETERMINED BY THE ASTM D-1557 'OR WITHIN PLUS OR MINUS 3' PERCENT OF 14. CONTRACTOR TO GRADE ALL AREAS OF THE SITE TO PROVIDE POS TIVE DRAINAGE AWAY FROM
F: OSHA 4. MOISTURE CONTENT. THE BUILDING OR EQUIPMENT PAD AND THE TOWER.
4. SUPPLY OF ADDITIONAL MATERIALS FROM OFFSITE AS REQUIRED.
FOLLOW ALL APPLICABLE! RULES AND REGULATIONS OF THE OCCUPATIONAL SAFETY AND 5. CONSTRUCT FINISHED SURFACE OF SITE GRADING AREAS WITHIN ONE INCH FROM
15. IF NECESSARY, THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING AND REGRADING ROADWAY
HEALTH ADMINISTRATIONS AND STATE LAWS BASED IN THE FEDERAL OCCUPATIONAL SAFETY 5• REMOVAL AND LEGAL DISPOSAL OF EXCAVATED MATERIALS AS REQUIRED. SPECIFIED GRADE AND ANY DISTURBED AREAS FOLLOWING INSTALLATION OF UTILITIES
AND HEALTH ACT, THESE REGULATIONS INCLUDE, BUT ARE NOT LIMITED TO, REGULATIONS B. QUALITY ASSURANCE 16. NO COMMERCIAL MESSAGES TO BE DISPLAYED ON TOWER
DEALING WITH TOMER CONSTRUCTION AND SAFETY, EXCAVATIONS AND TRENCHING, AND WORK L SUBGRADE PREPARATION
IN CONFINED SPACES. ENSURE THAT EMPLOYEES AND SUBCONTRACTORS WEAR HARD HATS 17. WATER AND SEWER SERVICES ARE NOT REQUIRED FOR THIS DEVELOPMENT
1. COMPACTION:
AT ALL TIMES DURING CONSTRUCTION. 1. SHAPE TOP OF SUBGRADE TO THE LINES AND GRADES SHOWN ON THE DRAWINGS. 18. THE CONTRACTOR SHALL FURNISH AND INSTALL ALL MATERIALS UNLESS NOTED.
G. PHOTOS A. UNDER STRUCTURES, BUILDING SLABS, PAVEMENTS AND WALKWAYS WILL 2. MAINTAIN TOP OF SUBGRADE IN A FREE -DRAINING'' CONDITION.
OBTAIN A 95 PERCENT COMPACTION AT A MAXIMUM DRY DENSITY AS 3. DO NOT STOCKPILE MATERIALS ON TOP OF SUBGRADE UNLESS AUTHORIZED BY
PROVIDE PHOTOGRAPHIC EVIDENCE OF ALL FOUNDATION INSTALLATION, GROUNDING, AND DETERMINED BY ASTM D-1557 OR WITHIN PLUS OR MINUS 3 PERCENT OF CONSTRUCTION' MANAGER.
TRENCHING AFTER PLACEMENT OF UTILITIES PRIOR TO BACKFILL. OPTIMUM MOISTURE CONTENT.
4. COMPACT THE TOP 12 INCHES OF SUBGRADE TO A 95 PERCENT COMPACTION AT A
H. BUILDING PERMITS 2. GRADING TOLERANCES OUTSIDE BUILDING LINES: MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D-1557' OR WITHIN PLUS OR
MINUS 3 PERCENT OF THE OPTIMUM MOISTURE CONTENT.r
A. LAWNS, UNPAVED AREAS AND WALKS PLUS OR MINUS 1 INCH.
1. CONTRACTOR WILL SUBMIT CONSTRUCTION DOCUMENTS TO THE JURISDICTIONAL 5. CONSTRUCT TOP OF SUBGRADE WITHIN ONE INCH OF ESTABLISHED GRADE AND
AUTHORITY FOR PLAN CHECK AND REVIEW. CONTRACTOR WILL SUBMIT LICENSING AND B. UNDER PAVEMENTS, PLUS OR MINUS 1/2 INCH, CROSS-SECTION.
WORKMAN'S COMPENSATION INFORMATION TO THE JURISDICTION AS REQUIRED TO OBTAIN THE
BUILDING ' PERMIT, CONTRACTOR SHALL COORDINATE AND SCHEDULE REQUIRED INSPECTIONS 3. GRADING TOLERANCES FOR FILL UNDER ALL CONCRETE APPLICATIONS: J. GEOTEXTILE FABRIC
AND POST REQUIRED PERMITS AT THE JOB SITE. COMPLY WITH SPECIFIC PROJECT.RELATIED
REQUESTS AND SUGGESTION MADE BY BUILDING INSPECTOR, AND INFORM CONSTRUCTION A. PLUS OR MINUS 1/2 INCH MEASURED WITH 10 FOOT STRAIGHTEDGE. 1. LAY GEOTEXTILE FABRIC OVER COMPACTED 'SUBGRADE IN THE COMPOUND AREA AND UNDER
MANAGER OF ANY SUCH WORK THAT MAY BE BEYOND THE SCOPE OF THE CONTRACT OR LENGTH OF ROAD (WHEN REQUIRED)'. LAP ALL JOINTS TO A MINIMUM OF 36 INCHES.
DEVIATE FROM THE CONSTRUCTION DOCUMENTS, AT&T WILL REIMBURSE THE CONTRACTOR C. PRODUCTS AND MATERIALS (AS APPROVED BY CONSTRUCTION MANAGER OR AS NOTED
FOR FEES, FOR PLAN REVIEW, BUILDING PERMIT. CONNECTIONS, AND INSPECTION. (INCLUDED IN CONSTRUCTION DOCUMENTS.) K. GRAVEL SURFACING
IN THE BASE PROPOSAL)
1. SUB -BASE MATERIAL: GRADED MIXTURE OF NATURAL OR CRUSHED GRAVEL, 1, CONSTRUCT GRAVEL SURFACING AREAS USING CRUSHED AGGREGATE BASE AND FINISH
1. ZONING REGULATIONS AND CONDITIONAL USE PERMITS CRUSHED STORE OR SLAG, AND NATURAL SAND. COURSES AS SPECIFIED BY CONSTRUCTION' MANAGER. SPREAD GRAVEL AND RAKE TO OBTAIN
A UNIFORM SURFACE AREA.
1. CONTACTOR WILL SUBMIT FOR AND OBTAIN All ZONING AND CONDITIONAL USE 2. WASHED MATERIAL, EVENLY GRADED MIXTURE OF CRUSHED STONE OR GRAVEL
PERMITS, SOME USE PERMITS MAY HAVE SPECIFIC REQUIREMENTS FOR THE SITE WITH 95 PERCENT 'PASSING A 1-1/2 INCH SIEVE, L, LANDSCAPING.....�� °r I
RELATED TO CONSTRUCTION, SUCH AS NOISE REGULATIONS, HOURS OF WORK.
3. GRADING MATERIAL WILL CONSIST OF SATISFACTORY NATIVE OR IMPORTED SOIL
ACCESS LIMITATIONS, ETC. THE CONSTRUCTION MANAGER WILL INFORM THE 1. FURNISH, INSTALL AND MAINTAIN LANDSCAPE WORK AS SHOWN AND OR REQUIRED WITHIN _. L
THE PRE-BID MEETING OR AS MATERIALS FREE OF CLAY, ROCK OR GRAVEL NOT LARGER THAN 2 INCHES IN
CONTRACTOR OF THESE 'REQUIREMENTS AT E E THE CONSTRUCTION DOCUMENTS OR AS SPECIFIED IN THE CONSTRUCTION SPECIFICATIONS.
SHOWN IN THE CONSTRUCTION DOCUMENTS... ANY DIMENSION. DEBRIS, WASTE, FROZEN MATERIALS AND OTHER UNSUITABLE�o�
MATERIALS WILL NOT BE ALLOWED FOR USE. IMPORTED MATERIALS SHALL M. CONCRETE FORM WORK
....... . ......»,
J FAA PERMIT AND TOWER LIGHTING HAVE A CLAY CONTENT NO MORE THAN 5 PERCENT.;?
oe ,°
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4. RAV TRI Y MIXTURE OF ST NE OR GRAVEL 1. FORMS: SMOOTH AND FREE OF SURFACE IRREGULARITIES. UTILIZE FORM RELEASE AGENTS.
1. REFER TO CONSTRUCTION DOCUMENTS AND CONSTRUCTION MANAGER FOR FAA GRAVEL MATERIAL: AL. EVENL GRADED U E 0O 4
WITH 95 PERCENT PASSING A 1-1/2 INCH SIEVE. 2. CHAMFER EXPOS DGS 'OF ALL TOWER FOUNDATION SHALL RECEIVE A 3 4" X 3 4" 45�O y±zz _Clb
AND STATE LIGHTING REQUIREMENTS. CONTRACTOR SHALL PROVIDE TEMPORARY / A ED EDGES O / /
FM APPROVED LIGHTING UNTIL PERMANENT LIGHTING IS OPERATIONAL DEGREE CHAMFER. OTHER EXPOSED EDGES SHALL RECEIVE A TOOLED RADIUS FINISH.
5. GEOTEXTILE FABRIC: AS PER CONSTRUCTION DOCUMENTS. 3, UPON COMPLETION, REMOVE ALL FORMS INCLUDING THOSE CONCEALED OR BURIED. CASE 1`4A -ME
K. TOWER SECURITY D. CLEARING AND GRUBBING
4. REFER TO STRUCTURAL DRAWINGS FOR ADDITIONAL REQUIREMENTS. CASE NUMBER: SP16-07t
ADDRE
1. IF REQUIRED, TOWER MUST BE FENCED, TEMPORARILY OR PERMANENTLY WITHIN 24 HOURS 1. REMOVE ALL VEGETATION AND MATERIALS AS REQUIRED. REMOVE STUMPS
/L GAL;:
OF ERECTION. DO' NOT ALLOW THE GATE ACCESSING THE TOWER AREA TO REMAIN COMPLETELY UNDER FOUNDATIONS AND ROADWAY. DISPOSE OF CLEARING AND
OPEN OR UNATTENDED ANY TIME FOR ANY REASON, KEEP THE GATE CLOSED GRUBBING OFF-SITE OR IN AN ON-SITE LOCATION APPROVED BY
AND LOCKED WHEN NOT IN USE, CONSTRUCTION MANAGER. I
SITE. PLAN
L SITE CONTROL E. STRIPPING
1.10'ITY OF GRAPEVINE
1. THE CONTRACTOR IS COMPLETELY RESPONSIBLE FOR CONTAINMENT OF SEDIMENT 1. STRIP NOT LESS THAN 3 INCHES OF SOD AND TOPSOIL FROM AREAS THAT AP"P"ROVED'
AND CONTROL OF EROSION AT THE SITE, ANY DAMAGE TO ADJACENT OR DOWNSTREAM WILL UNDERLAY GRAVEL, PAVEMENT, NEW STRUCTURES OR NEW EMBANKMENTS.
PROPERTIES WILL BE CORRECTED BY THE CONTRACTOR AT NO EXPENSE TO AT&T. STOCKPILE STRIPPING ON-SITE FOR RE -USE IN FINAL LANDSCAPING.
APPROV L DOES NOT AUTHORIZE
2. THE CONTRACTOR' IS TO MAINTAIN ADEQUATE DRAINAGE AT ALL TIMES. 00 NOT F. COMMON EXCAVATION �
ALLOW WATER TO STAND OR POND, ANY DAMAGE TO STRUCTURES OR WORK ON ANY WORKIN CONFLICT WITH
THE SITE CAUSED BY INADEQUATE MAINTENANCE OF DRAINAGE PROVISIONS WILL 1. EXCAVATE TO DEPTH, LINES AND GRADES SHOWN ON THE PLANS OR AS
ANY CODES OR ORDINANCES.
BE THE RESPONSIBILITY OF THE; CONTRACTOR AND ANY COST ASSOCIATED WITH OTHERWISE SPECIFIED.
REPAIRS FOR SUCH DAMAGE WILL BE AT THE CONTRACTOR'S EXPENSE. 2. TEMPORARILY STOCKPILE ON-SITE EXCAVATION AT AN APPROVED LOCATION
WITHIN THE WORK AREA UNTIL SITE GRADING IS COMPLETE. STOCKPILE SHALL a 1
NOT EXCEED 15 FEET IN HEIGHT. I
3, LEGALLY DISPOSE OF EXCESS COMMON EXCAVATION OFF-SITE. pLA
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DEPARTMENT OF DEVELOPMENT SERVICES
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