HomeMy WebLinkAbout19-21369 CITY OF ZEPHYRHILLS
5335-8TH STREET
(813)780-0020 21369
BUILDING PERMIT
PERMIT INFORMATION LOCATION INFORMATION
Permit Number: 21369 Address: MIS SEE DESCRIPTION 6TH AVE
Permit Type: MISC ZEPHYRHILLS, FL.
Class of Work: RIGHT-OF-WAY Township: Range: Book:
Proposed Use: NOT APPLICABLE Lot(s): Block: Section:
Square Feet: Subdivision: CITY OF ZEPHYRHILLS
Est. Value: Parcel Number: 11-26-21-0010-13300-0250
Improv. Cost: OWNER INFORMATION
Date Issued: 6/13/2019 Name: PASCO COUNTY FACILITIES MANAGEM
Total Fees: Address: 7220 OSTEEN RD
Amount Paid: qWbja:tVej/ NEW PORT RICHEY, FL 34653
Date Paid: Phone:
Work Desc: MIS SEE DESCRIPTION H CONCRETE PAD BUS SHELTER W/BUS AISLE-FEE WAIVE
CONTRACTORS APPLICATION FEES
RIGHT OF WAY CONTRACTING LLC
zi� 4
Ins ections Required
FOOTER 2ND ROUGH PLUMB MISC INSULATION CEILING
FOOTER BOND DUCTS INSULATED SEWER MISC.
ROUGH ELECTRIC LINTEL MISC MISC.
1ST ROUGH PLUMB PRE-METER INSULATION WALL MISC.
DUCTS INSTALLED WATER MISC DRIVEWAY
PRE-SLAB SHEATHING MISC. MISC.
CONSTRUCTION POLE FRAME MISC. MISC.
REINSPECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute 553.80 (2)(c)the
local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or
first reinspection,whichever is greater,for each such subsequent reinspection.
NOTICE: In addition to the requirements of this permit, there maybe additional restrictions applicable to this property that
may be found in the public records of this county, and there may be additional permits required from other governmental
entities such as water management, state agencies or federal agencies.
"Warning to owner: Your failure to record a notice of commencement may result in your paying twice for
improvements to your property. If you intend to obtain financing,consult with your lender or an attorney
before recording your notice of commencement."
Complete Plans, Specifications Must Accompany Application.All work shall be performed in accordance with
City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
CONTRACTOR SIGNATURE PERMIT OFF16VR
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
Jacqueline Boges
From: Jacqueline Boges
Sent: Tuesday, December 4, 2018 8:43 AM
To: Shane LeBlanc;CJ Funnel[
Subject: row review request
Hello Guys,
Place in Shane mailbox a row for the pasco county public transportation for bus shelter, after comp,letion of
review could you please either place in Bill mailbox or bring to the building dept for permitting.
Thank you have a great day!
x.i
Jackie Boges -
813-780-0020 ext 3513
"A rule I have had for years is:to treat the Lord Jesus Christ as a personal friend. His is not a creed,a mere doctrine, but it is He
Himself we have." Dwight L. Moody
Florida has a very broad public records law. Electronic communications regarding most City
of Zephyrhills business are public records and available upon request. Your e-mail
communications may therefore be subject to public disclosure. If you received this message in
error, please do not read, forward, copy, etc. and delete immediately.
. 1
dk
November 28, 2018
Jackie Boges . . =
City of Zephyrhills.Development Services COASTAL '
AL
.5335 8th Street
Zephyrhills, FL 33540
Reference: City of Zephyrhills Right of Way Use Application
PCPT Bus Shelter B-2A
PIN: 11-26-2170010A 3300-0250
Coastal#: 12012
. .Ms. Boges
On Behalf of its client, Pasco. County Public Transportation (PCPT), Coastal Design Consultants; Inc. (Coastal)
has prepared :the.following_documents for your.review and,consideration for a Right of Way.Use Permit for, a
proposed bus shelter to be constructed.
Enclosed for your.review-are the [lowing: .
• One.(1)Original Right of y Use Permit Application
• Two(2)Sets of Signed-and.Sealed-Construction Plans
• One(1)CD containing all,items listed above
Sincerely,
Coastal Design Consultants, Inc.
Hunter P: Brown; P.E.
Project Engineer
Enclosures
Inva
cc:. Thomas J. Pyche/Tim Wilson- Pasco County Facilities Management
S:\@CDC\Projects\12012 Bus Shelters\Documents\Group.B\City of Zephyrhiilis Permits\B-2a ROW Use Permit\ZHills.ROW Trans.docx
Coastal Design Consults nts; ,Inc.
7026 Little Road New Port Richey, FL 34654
Phone: (727)849-8010• Fax: (727)849-8020
CITY OF ZEPHYRHILLS— BUILDING DEPARTMENT
RIGHT-OF-WAY USE PERMIT `�
DATE: November 19,2018 PERMIT#: vl 2/
No construction under ground or above ground of any facility shall be accomplished on any City Rights of Way without written approval from the City Building
Department. Any application for approval of construction operations on any City owned Rights of Way shall furnish a detailed drawing showing the complete
scope of the proposed work in triplicate to the office of the Building Official for approval prior to the commencement of any work. A copy of this permit is to be
kept readily available at the site of the work at all times.
PARCEL ID#11-26-21-0010-13300-0250 CITY ROAD 61h Avenue
LOCATION (Legal Description):
6th Avenue Right-Of-Way near northeast intersection of Gall Blvd
Permission is hereby granted to Tim Wilson of Pasco County Facilities Management, For the construction and maintenance of:
Concrete pad & bus shelter with concrete bus aisle.
Subject to the following conditions:
1. The construction and maintenance of such utility shall not interfere with the property and rights of a prior occupant.
2. All work shall be done in keeping with the standards of the City Streets Department and under the supervision of the City Building Official,who
will be notified at least one day prior to commencement of construction.
3. All materials and equipment shall be subject to inspection by the City Building Official.
4. During construction all safety regulations of the Department of Transportation shall be observed and the City shall be relieved of all responsibility
from damage of any nature arising from this permit. Subject to the same terms and conditions,the permit holder may take such safety measures,
including placing and display of caution signs,as it may deem necessary in conduct of construction and maintenance work hereunder. It is the
responsibility of the permittee to???? N/A
5. All private and all City property shall be restored to its original condition as far as practical in the opinion of the City Building Official.
6. All underground crossing installations shall be laid at such depth as may be specified by the City Building Official.
7. The sketch covering the details of this installation shall be made a part of this permit. This permit is granted with the understanding that the
applicant has notified all other utility users in the area covered by the permit and takes full responsibility for any damage incurred by prior
installations as a result of his operations in order that they may safe guard their interests.
8. It is expressly stipulated that this permit is a license for permissive use only and that the placing of facilities upon public,property pursuant to this
permit shall not operate to create or to vest any property right in said holder.
9. Whenever the City decides to further exploit the City Rights of Way, any or all said poles, wires, pipes, cables, or other facilities and
appurtenances authorized hereunder, shall be immediately removed from said Rights of Way, or reset or relocated thereon as required by the
City Building Official at the.expense of the holder of this permit.
10. The holder shall save and keep the City harmless from any and all damages, claims, or injuries that may occur by reason of the construction,
maintenance,and operation of said facility.
11. The holder shall complete the requested work within / days or this permit shall become null and void. In the event the work requested is
not completed upon the expiration date of this permit,the City shall have the right to complete such work and to charge the holder of the permit
for all costs incurred in completed said work.
12. The holder shall post a cash or surety bond with the City Manager in the sum of$ dollars to guarantee performance of the
obligations herein, and to guarantee maintenance of the right-of-way described herein for a period of one (1)year following completion of the
requested installation. In the event a surety bond is posted, the surety bond shall be made payable to the City and shall obligate the surety to
hold the City harmless in the event the holder of this permit should fail to meet any of its obligations hereunder. The bond shall also indemnify
the City for all court costs and reasonable attorneys fees in the event legal action is required to collect on said bond.
SUBMITTED BY:
(PERMITTEE)Timothy B. Wilson
Signature&Title (� S2 �R�-tEcT W&a&, >Z
Address: 7220 Osteen Road New Port Richey, FL 34653
APPROVED BY:
CITY OF ZEPHYRHILLS
002
Utilities Supervisor /^ Date
Public Works (r1 �� ( r n. Date 044 E)FC la
CITY OF ZEPHYRHILLS
5335-8TH STREET
(813)780-0020 21369
j BUILDING PERMIT ,
PERMIT.INFORMATION LOCATION[INFORMATION
Permit Number: 21369 Address: MIS SEE DESCRIPTION 6TH AVE
Permit Type: MISC ZEPHYRHILLS, FL.
Class of Work: RIGHT-OF-WAY Township: Range: Book:
Proposed Use: NOT APPLICABLE Lot(s): Block: Section:
Square Feet: Subdivision: CITY OF ZEPHYRHILLS
Est. Value: Parcel Number: 11-26-21-0010-13300-0250
Improv. Cost: - OWNER INFORMATION Tom !
Date Issued: 6/13/2019 Name: PASCO COUNTY FACILITIES MANAGEM$
Total Fees: .� Address: 7220 OSTEEN RD
i Amount Paid: �� � �' NEW PORT RICHEY, FL 34653
Date Paid: Phone:
Work Desc: MIS SEE DESCRIPTION H CONCRETE PAD BUS SHELTER W/BUS AISLE-FEE WAIVE
CONTRACTOR(S) APPLICATION FEES
RIGHT OF WAY CONTRACTING LLC
I
I
Ins ections Required
TER 2N-DD RU07GF-PLUMB Misc IN$17L�!°i ISSN ILING
FOOTER BOND DUCTS INSULATED SEWER MISC.
ROUGH ELECTRIC LINTEL MISC MISC.
1ST ROUGH PLUMB PRE-METER INSULATION WALL MISC.
I
DUCTS INSTALLED WATER MISC DRIVEWAY
PRE-SLAB SHEATHING MISC. MISC.
CONSTRUCTION POLE FRAME MISC. MISC.
REINSPECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute 553.80(2)(c)the
local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or
first reinspection,whichever is greater,for each such subsequent reinspection. ,
NOTICE: In addition to the requirements of this permit, there maybe additional restrictions applicable to this property that
may be found in the public records of this county, and there may be additional permits required from other governmental
entities such as water management, state agencies or federal agencies.
"Warning to owner: Your failure to record a notice of commencement may result in your paying twice for
improvements to your property. If you intend to obtain financing,consult with your lender or an attorney
before recording your notice of commencement."
Complete Plans,Specifications Must Accompany Application.All work shall be performed in accordance with
City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
CONTRACTOR SIGNATURE PERMIT OFFI R
� I
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION ,
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
PROJECT NO. SHEET
NO.
� oaauu�rva 12012 C0.0
PAS CO COUNTY
OFPFROPOSED IMPROVEMENTSPLAN
BUS STOP IMPROVEMENTS ti r
BUS STOP B-2A
BLVD. & 6TH AVE.
GATT, .......
RSQ-SS-11-003
INDEX OFPLANS
SHEET DESCRIPTION SHEET NO. PO# OOO155672
COVER SHEET PASCO COUNTY COMMISSIONERS
NOTES C1.0
SHELTER PLANS A1.3-A3.3 PROJECT LOCATION DISTRICT 1 RONALD OAKLEY
DISTRICT2 MIKE MOORE, VICE CHAIRMAN
STRUCTURAL PLANS 51.3 DISTRICT 3 KATHRYN STARKEY, CHAIRMAN
BUS STOP B-2A GALL BLVD.&6THA VENUE,ZEPH17UMLS DISTRICT 4 MIKE WELLS
SHELTER TABLE C2.0
CIVIL PLANS C3.0 DISTRICT 5 JACKMARIANO
CIVIL PLANS
ENGINEER OF RECORD
PAUL A.MANUEL P.E.
PLANS PREPARED BY
!COASTAL
.��.DESIGN CONSULTANTS
b1iIIrI • 1
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of FIB Ina C;&$00000572
REVISIONS W I III//,Ili
ATTENTION IS THAT THESE
DATE BY DESCRIPTION
PLANSMAY GBH BY
REPRODU MUST Cb S
WHEN OBT SC A.
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APPRO
"These plans have been prepared in accordance with the current DATE
version of the"ManuW Um bm Mlrthntan 6nAx Dle ,
' CQwd71Cb(OV/a►1d�f rS fteb w r�/ J� P.E.NO.:51424
1 ` ofFkni a'and are in compliance with the standards therein except
as noted on the plans.Any deviations noted on the plans
substantially comply with the intent of the standards."
TECHNICAL SPECIFICATIONS GENERAL CONSTRUCTION NOTES(CONTINUED) CLEARING AND GRUBBING NOTES
ALL OFF SITE ROAD WORK AND CONSTRUCTION WORK PERFORMED ON THIS PROJECT SHALL BE 11. ALL REQUIRED TEST REPORTS SHALL BE SUPPLIED BY THE CONTRACTOR UNLESS 1. CLEARING AND GRUBBING FOR PURPOSES OF THIS PROJECT DESCRIBED HEREIN SHALL GOVERNED BY APPLICABLE PROVISIONS OF PASCO COUNTY AND THE PASCO COU NTYFACIUTIES OTHERWISE DIRECTED BY THE OWNER OR ENGINEER OF RECORD. THE TESTING COMPANY BE IN ACCORDANCE WITH SECTION 110 OF THE 'STANDARD SPECIFICATIONS FOR ROAD
MANAGEMENT DEPARTMENT: THE PROJECT SHALL BE CONSTRUCTED IN SUBSTANTIAL CONFORMANCE SHALL SUPPLY THE ENGINEER WITH A COPY OF ALL COMPACTION TESTS AND ASPHALT AND BRIDGE CONSTRUCTION'. 2010
WITH THE APPROVED CONSTRUCTION DRAWINGS & SPECFICATIONS DESCRIBED HEREIN AND WITH TESTING RESULTS. THE TESTING COMPANY SHALL CERTIFY TO THE ENGINEER OF RECORD,
THE MANUAL OF UNIFORM MINIMUM STANDARDS FOR DESIGN, CONSTRUCTION, AND MAINTENANCE IN WRITING THAT ALL TESTING REQUIREMENTS REQUIRED BY THE LOCAL REGULATORY AGENCY 2. THE CONTRACTOR SHALL CLEAR AND GRUB, ALL PORTIONS OF THE SITE, NECESSARY
OF STREETS AND HIGHWAYS. STATE OF FLORIDA. IN THE EVENT THAT ANY ITEM IS NOT ADDRESSED AND THE FLORIDA DEPARTMENT OF TRANSPORTATION (FDOT), FOR THE IMPROVEMENTS AS FOR CONSTRUCTION.
IN THESE PLANS OR THE SPECIFICATIONS. THEN THE APPLICABLE PROVISIONS OF THE 'FLORIDA REQUIRED BY THE ENGINEERING CONSTRUCTION DRAWINGS. HAVE BEEN SATISFIED. 3, THE TOP 4' TO 5" OF GROUND REMOVED DURING CLEARING AND GRUBBING SHALL
DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION', STOCKPILED AT A SITE DESI;NNATED O THE OWNER UNLESS OTHERWISE DIRECTED B BE
Y
C RRENT EDITION AND SUPPLEMENTS THERETO SHALL APPLY, EXCEPT AS OTHERWISE SPECIFICALLY 12. SITE WORK CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF AT LEAST 3.000 THE OWINER.
APPROVED BY THE OWNERAND/OR THE ENGINEEROFRECORD. P.S.1. IN 28 DAYS. UNLESS OTHERWISE NOTED.
4. ALL CONSTRUCTION DEBRIS AND OTHER WASTE MATERIAL SHALL BE DISPOSED OF THE FOLLOWING ARE INCORPORATED HEREIN BY REFERENCE: 13. ALL PRIVATE AND PUBLIC PROPERTY AFFECTED BY THIS WORK SHALL BE RESTORED OFF-SITE IN ACCORDANCE WITH APPLICABLE REGULATIONS.
1. PASCO COUNTYENGINEERONG SERVICES DEPARTMENT TO A CONDITION EQUAL TO OR BETTER THAN EXISTING CONDITIONS UNLESS
NG SPECIFICATIONS FOR CONSTRUCTION OF ROADS, STORM DRAINAGEAND UTILITIES.'206 SPECIFICALLY EXEMPTED BY THE PLANS. ADDITIONAL COSTS ARE INCIDENTAL TO EROSION CONTROL NOTES
OTHER CONSTRUCTION AND NO EXTRA COMPENSATION IS TO BE ALLOWED.
2. FLORIDA DEPARTMENT OF TRANSPORTATION 'MANUAL OF UNIFORM MINIMUM 14. ALL DISTURBED AREAS ARE TO BE SODDED TO FDOT STANDARDS UNLESS OTHERWISE 1. DURING CONSTRUCTION, ALL STORM SEWER INLETS IN THE VICINITY OF THE PROJECT
STANDARDS FOR DESIGN. CONSTRUCTION AND MAINTENANCE FOR STREETS AND NOTED. AREAS CALLED OUT IN THE PLANS TO BE SEEDED AND MULCHED, THE SMALL BE PROTECTED BY SEDIMENT TRAPS SUCH AS SECURED HAY BALES, SOD,
HIGHWAYS." 2009 FOLLOWING SHALL APPLY STONE, ETC.. WHICH SHALL BE MAINTAINED AND MODIFIED AS REQUIRED BY
3. FLORIDA DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS FOR ROAD CONSTRUCTION PROGRESS.
AND MIDGE CONSTRUCTION." 2910 a) MANY PAVEMENT SLOPES SHALL BE GREATER THuw 4.1 OR WITHIN 2' OF SHELTER CLEARANCE/ALIGNMENT NOTES
4. FLORIDA DEPARTMENT OF TRANSPORTATION 'TROAOWIAY AND TRAFFIC DESIGN b) ALL AREAS WITHIN 5' OF ANY DRAINAGE STRUCTURE OR WITHIN CITY, COUNTY
STANDARDS.' 2012-2013 AND/OR FDOT R/W SHALL BE SODDED. 1. SHELTER SHALL HAVE A MINIMUM OF 2-FT SEPARATION BETWEEN SHELTER FACE
5. FEDERAL HIGHWAY ADMINISTRATION MANUAL ON UNIFORM TRAFFIC ALL 5000W AND SEEDED / MULCHED AREAS SHALL L BE MAINTAINED UNTIL A SATISFACTORY AND/OR BACK AND SIDEWALK EDGE WHERE APPLICABLE.
CONTROL DEVICES MUTCD 2009
( ) STAND OF GRASS, ACCEPTABLE TO THE REGULATORY AGENCY AND ENGINEER OF RECORD. 2. SHELTER SHALL HAVE A MINIMUM OF 2-FT SEPARATION BETWEEN SHELTER ROOF
ANY WASHOUTS, REGRADING, RESEEDING AND GRASSING WORK, AND OTHER EROSION LINE AND BACK OF CURB WHERE APPLICABLE.
GENERAL CONSTRUCTION NOTES WORK REWIRE), WILL BE PERFORMED BY THE CONTRACTOR, UNTIL THE SYSTEM IS 3 SHELTER SHALL FACE ROADWAY.
ACCEPTED FOR MAINTENANCE BY THE REGULATORY AGENCY AND ENGINEER OF RECORD.
1. ELEVATIONS ARE ASSUMED BENCHMARKS ESTABLISHED FOR EACH INDIVIDUAL SHELTER SITE. 15. DURING THE CONSTRUCTION AND/OR MAINTENANCE OF THIS PROJECT. ALL SAFETY TRAFFIC CONTROL NOTES
2. LOCATIONS, ELEVATIONS, AND DIMENSIONS OF EXISTING UTILITIES. STRUCTURES, AND OTHER REGULATIONS ARE TO BE ENFORCED BY THE CONTRACTOR. THE CONTRACTOR OR HIS
FEATURES ARE SHOWN ACCORDING TO THE BEST INFORMATION AVAILABLE AT THE TIME OF REPRESENTATIVE SHALL BE RESPONSIBLE FOR THE CONTROL AND SAFETY OF THE 1. IT SHALL BE CON
TRACTORS NTRACTORS RESPONSIBILITY To DESIGN. SETUP AND MANTAIN
PREPARATION OF THESE PLANS. THE CONTRACTOR SHALL VERIFY THE LOCATIONS, TRAVELING PUBLIC AND THE SAFETY OF HIS PERSONNEL.. LABOR SAFETY
ELEVATIONS. AND DIMENSIONS OF ALL EXISTING UTILITIES, STRUCTURES AND OTHER REGULATIONS SHALL CONFORM TO THE PROVISIONS SET FORTH BY O.S.HJA. IN THE TRAFFIC CONTROL (INCLUDING PEDESTRIAN) FOR THE DURATION OF THE WORK
FEATURES AFFECTING THIS WORK. PRIOR TO CONSTRUCTION. FEDERAL REGISTER OF THE DEPARTMENT OF TRANSPORTATION. WITHIN ANY PRIVATE, COUNTY, OR STATE R.O.W. IN ACCORDANCE WITH F.D.O.T.
DESIGN STANDARDS INDEX NO. 600. THE CONTRACTORS PROPOSED PLAN FOR
3. THE CONTRACTOR SHALL CHECK THE PLANS FOR CONFLICTS AND DISCREPANCIES PRIOR TO 16. ALL WORK AND ENTIRE INSTALLATION SHALL BE WARRANTIED FOR A PERIOD OF ONE YEAR IMPLEMENTATION FOR TRAFFIC CONTROL MUST BE APPROVED IN ADVANCE OF
CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE OWNER'S ENGINEER OF ANY CONFLICTS FROM THE DATE OF FINAL ACCEPTANCE OF THE WORK BY THE OWNER AND/OR FINAL CONSTRUCTION BY THE ENGINEER.
OR DISCREPANCIES BEFORE PERFORMING ANY WORK IN THE AFFECTED AREA ACCEPTANCE OF THE REQUIRED RIGHT-OF-WAY PERMIT BY ENGINEERING INSPECTIONS.
4. THE CONTRACTOR IS CAUTIONED THAT THE LOCATION OF EXISTING UTILITIES. WHETHER OR 17. CONTRACTOR TO PROVIDE THREE SETS OF CLOSE OUT DOCUMENTS To INCLUDE ALL UTILITY NOTES WAR NOT SHOWN, ARE APPROXIMATE. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DRAWINGS
TIES, OPERATING NAL LAS. TESTING REPORTS, CERTIFIED SIGNED/SEALED RECORD
OBTAIN ACTUAL FIELD LOCATIONS FROM THE RESPECTIVE UTILITY COMPANY 48 HOURS DRAWINGS BY PROFESSIONAL LAND SURVEYOR. AND RECORD DRAWING DISK (PDF AND DWG
BEFORE BEGINNING WORK. ALES)• 1. ALL EXISTING UTILITIES ARE TO REMAIN.
PAVING, GRADING AND DRAINAGE NOTES 2. ALL DUSTING APPURTENANCES INCLUDING VALVES, METERS, AIR RELEASE VALVES,
SUNSHINE STA TE ONE CALL 1-800.432-4770 VALVE PADS, ETC. ARE TO BE ADJUSTED TO FINAL GRADE.
1. THE CONTRACTOR IS TO PROVIDE A 1/2' BITUMINOUS EXPANSION JOINT MATERIAL 3. THE OMITS OF THE WORK AREA SHALL BE MARKED WHITE.
5. CONTRACTOR SHALL CONTACT THE LOCAL GOVERNING DEPARTMENT OF PUBLIC WORKS 48 WITH SFXEIR, AT ABUTMENT OF CONCRETE AND ANY STRUCTURE.
HOURS PRIOR TO THE START OF ANY CONSTRUCTION WITHIN THE RIGHT-OF-WAY. 2. ALL STORM SEWER PIPE SHALL BE REINFORCED CONCRETE CLASS III (A.S.T.M. C-76)
UNLESS OTHERWISE NOTED ON PLANS.
6. CONTRACTOR IS TO SUBMIT A WORK PLAN FOR APPROVAL BY THE OWNER PRIOR TO BEGINNING
THE WORK. THE WORK PLAN SHALL INCLUDE DATES, TIME, TRAFFIC CONSIDERATIONS. 3. P.V.C. STORM PIPE, 12' AND SMALLER SHALL CONFORM TO A.W.W.A. C-900, CLASS 150
MATERIAL SECURITY AND STORAGE, SITE CLEARING, DEMOLITION AND SEQUENCE OF STANDARDS. UNLESS OTHERWISE NOTED.
ERECTION WORK. 4. PIPE LENGTHS SHOWN ARE APPROXIMATE AND TO THE CENTER OF DRAINAGE STRUCTURES
7. CONTRACTOR SHALL BE RESPNSIOLE FOR ALL TRASH REMOVAL AND, UPON COMPLETION OF AND/OR THE END OF A MITERED END SECTION.
OF THE WORK, SHALL LEAVE THE SITE IN A CLEAN AND FINISHED CONDITION. 5. ALL DIMENSIONS SHOWN WHERE CURB IS APPLICABLE ARE TO THE EDGE OF PAVEMENT.
8. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE TO EXISTING 6. ALL DRAINAGE STRUCTURE GRATES AND COVERS WITHIN TRAFFIC AREAS SHALL BE
FACILITIES. ABOVE OR BELOW GROUND, THAT MAY OCCUR AS A RESULT OF THE TRAFFIC RATED FOR H-20 LOADINGS.
WORK PERFORMED BY THE CONTRACTOR.
9. IT IS THE CONTRACTOR'S RESPONSIBILITY TO BECOME FAMILIAR WITH THE PERMIT 7. ALL SODDED SLOPES OVER 4:1 SHALL BE INSTALLED WITH SOD PEGS.
AND INSPECTION REQUIREMENTS OF THE VARIOUS GOVERNMENTAL AGENCIES. THE 8. ALL DRAINAGE PIPE SHALL BE CUT FLUSH WITH THE INTERIOR WALLS OF EACH DRAINAGE f4
CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION, AND STRUCTURE AND GROUTED TO A SMOOTH FINISH.
SCHEDULE INSPECTIONS ACCORDING To AGENCY INSTRUCTION. THE CONTRACTOR SHALL 9. ALL SIDEWALKS MID/OR SHELTER PADS ARE TO MEET ADA REQUIREMENTS.
MAINTAIN A COPY OF THE APPROVED PLANS AND PERMITS AT THE CONSTRUCTION SITE.
�!IIItli
10. THE CONTRACTOR SHALL SUBMIT FOR APPROVAL TO THE OWNER'S ENGINEER, SHOP :-• ! /
DRAWINGS ON ALL PRECAST AND MANUFACTURED ITEMS WHICH ARE FOR THIS SITE.
FAILURE
F REPLACEMENT O AT APPROVACONTRL
BEFORE
EXPENSE. ALL SHOMAY DRAWINGS ARE TO BE
RESULT IN REMOVAL AND ���N.
• �NB�Nf/���f��
REVIEWED AND APPROVED BY THE CONTRACTOR PRIOR TO SUBMITTAL TO THE " • •
a OWNER'S ENGINEER.
% NOV 26 6 2018
O
REVISIONS NOTES A BY V. N A BY SHEET
x201 FACILIT ES MANAGEMENT BUS STOP IMPROVEMENTS NO.
DE81QN NOV 2 6 2018 DEPARTMENT BUS STOP B-2A
PAUL A. MANUEL. P.E. PASCO COUNTY, FLORIDA C 1 . 0
CA# ()00095]'1 P.E. /51424
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THIS WILL CERTIFY THAT, TO THE BEST OF MY
m �-- --6" FASCIA/GUTTER KNOWLEDGE AND BELIEF. THE INFORMATION
L_--____---------_—_—__— --------------------------------1ED IN THESE DOCUMENTS IS IN
ROOF LINE AsOvE e � C E THE REQUIREMENTS OF THE
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SIGN LOCATIONS AS DIRECTED
BY OWNER
HOLMESARCHITECTS
1201 oUts SO%8 EVARD,SUITE 103
EOIAN ROOKS BEACH,FL 33706
7274164700 M 26002062
R -T H • — COA$1AL• Y Pasco caul BUS STOP IMPRQVE11 ENTS
moumcots FACT SHELTER TYPE '3'
CA# 00009572 PASCO COUNTY,FLORIDA A 1 . 3
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SOLAR PANELS BARREL VAULT ROOF PANELS W/
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FRONT ELEVATION 3 SIDE ELEVATION
A2.3 SCALE 1/4"=1'-0" A2. SCALE 1/4 =1'-0
SOLAR PANELS BARREL VAULT ROOF PANELS W/ 3/4"x3/4" GLAZING STOPS
BRONZE TINTED POLYCARBONATE SECURED W/ VANDAL RESISTANT
GLAZING TYP. SCREWS - NO
POP RIVETS
__ F rl----i--irj-iLr--t-L,r--1---.4t ' II _____
1/4" BRONZE TINTED.. .
11 POLYCARBONITE SHEET
II GLAZING 1/4" BRONZE TI
o POLYCARBONITE
ALL EXPOSED METAL TO BE GLAZING
°o POWDER COALED ALUMINUM — 4"
__ [ ________ ________ COLOR MOSS GREEN
4 TYPICAL GLAZING DETAIL
I ) Ij
IZ 7
A23 i '-
SCALE 1 1/2"-1'-0"
• 2 REAR ELEVATION
A2.3 SCALE 1/4"i*l'--0"
HOLMESAICHITECTS
1201 GULF BOULEVARD,Su7E 103
INDIAN ROCKS BEACH.FL 33785
727,2188709 AA2E002062
CY 3t. N A
Pasco COUNTY - BUS STOP IMPROVEMENTS I No.
FACI9ESEPA MANAGEMENT SHELTER TYPE '3
MENT
I _ _ CA# 00009572 PASCO COUNTY, FLORIDA __• •.3
SHELTER SPECIFICATIONS
1.0 SCOPE: 2.17 BACKREST SHALL BE MINIMUM 1_1/2w x 5_1/2N POWDER COATED ALUMINUM, IN
LENGTHS INDICATED AND WITH ALUMINUM END CAPS.
1.01 ALL WORK FOR THIS PROJECT SHALL BE CONDUCTED BY A FLORIDA LICENSED
GENERAL CONTRACTOR AND BY LICENSED SUBCONTRACTORS WHO SHALL PROVIDE 2.18 ANTI-VAGRANT ARMRESTS SHALL BE MINIMUM 3/16" THICKNESS, POWDER COATED
ALL EQUIPMENT, MATERIALS. SUPPLIES. LABOR AND PERMITTING TO FURNISH AND ALUMINUM AT LOCATIONS AS INDICATED.
INSTALL THE WORK DESCRIBED HEREIN.
2.19 SHELTER TO HAVE MINIMUM 6" HIGH ALUMINUM FASCIA WITH CONTINUOUS GUTTERS.
1.02 CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN AND PAY FOR ALL REQUIRED GUTTERS SHALL. DRAIN THROUGH ALUMINUM COLUMNS TO GROUND.
BUILDING AND USE PERMITS AS REQUIRED BY LOCAL AUTHORITIES HAVIN G
JURISDICTION INCLUDING THOSE REQUIRED BY LOCAL MUNICIPALITIES. PASCO 2.20 SCHEDULE HOLDER; SHALL BE SIDE MOUNTED 2'-O" x 2'-6` (NOMINAL) WITH
COUNTY AND ANY REQUIRED SPECIAL USE OR RIGHT-OF--WAY PERMITS REQUIRED CLEAR TEMPERED SAFETY GLASS DOOR AND VANDAL PROOF KEYED LOCK. COLOR
BY FDOT. TO MATCH SHELTER. PROVIDE IW O KEYS PER SHELTER.
2.0 PREFABRICATED BUS SHELTER:
2.21 SHELTER LIGHTING SHALL BE PROVIDED AS FOLLOWS:
TWO MODEL LSTL-30-1 LED3W-62 SOLAR POWERED LIGHTING UNITS AS MFG. BY
2.01 PREFABRICATED BUS SHELTER STRUCTURE TO BE OF SIZE AND CONFIGURATION M. J. HOLLISTER & ASSOC.. LLC. 3199 SE GRAN PARK WAY. STEWART. FL. 34997.
INDICATED HEREIN AND SHALL MEET ALL REQUIREMENTS OF THE FLORIDA BUILDING
CODE, 2014 5th EDITION. SOLAR MODULE SHALL BE 30 WATT CONSISTING G OF POLYCRYSTALLINE SILICON
STRUCTURAL DESIGN OF SHELTERS SHALL D€5lGNED TO MEET DESIGN WIND CELLS COVERED WITH PROTECTIVE TEMPERED GLASS. OPEN CIRCUIT PEAK POWER
TO BE 22
PRESSURES IN ACCORDANCE WITH ASTM 7-10 FOR ALL WALL AND ROOF .3 VOLTS WITH SHORT CIRCUIT CURRENT OF 1.82 AMPS.
EXPOSURES. SHELTER CONSTRUCTION SHALL BE BASED UPON DRAWINGS CHATtGE/LIGHT CONTROLLER SHALL USE PULSE-WIDTH MODULATION{PWM} AND
PREPARED. SIGNED AND SEALEiO BY A FLORND)A REGNSERED ENGINEER OR PROVIDE TEMPERATURE COMPENSIITIOI. PREItOE LOW VOLTAGE DNSC(N�INECT
ARCHITECT AND AS REVIEWED AND APPROVED 8Y THE OWNER OR ITS AUTHORIZED FUNCTION TO PROTECT BATTERIES FROM COMPLETE DISCHARGE. PROVIDE "DUSK" TO
ARCHITECT OR ENGINEER "DAWN" DETERMINATORS. LED RUN TIME SHALL BE SET FOR 6 HOURS AFTER
SHELTER MANUFACTURER SHALL, PROVIDE FLORIDA PRODUCT APPROVAL. FOR ALL DUSK AND TWO HOURS BEFORE DAWN.
COMPONENTS AND CLADDING INCLUDING WALL AND ROOF GLAZING SYSTEM AS
PRESCRIBED BY RULE 98-72 FLORIDA ADMINISTRATIVE CODE AND AUTHORITY LED LUMINAIRE SHALL HAVE VANDAL RESISTANT POLYCARBONATE COVER.. LUMINARE
HAVING JURISDICTION. SHALL BE CAPABLE OF PRODUCING MINIMUM 300 LUMENS AT COLOR TEMPERATURE
OF 4000K WITH MINIMUM 100 DEGREE BEAM ANGLE.
2.1 MATERIALS; SEALED. BATTERY TO BE 12V VALVE REGULATED .LEAD .ACID (VRLA). NO
MAINTENENCE, 18 AMP RATED WITH 5 DAY RESERVE FOR SYSTEM OPE
2.11 SHELTER FRAME. AND ALL STRUCTURAL COMPONENTS. EXCEPT AS OTHERWISE NOTED.
SHALL BE MIN 1/4 INCH THICKNESS POWDER COATED ALUMINUM, DUPONT COLOR PROVIDE MEG. STD. 5 YEAR WARRANTY PLUS 25 YEAR SOLAR MODULE
RAL 6005. PERFORMANCE WARRANtY HOUSING AND SOLAR PANEL FRAME TO MA
FINISH AND COLOR. WRING WITHIN SHELTER TO BE HOUSED IN EMT
212 ALL JOINTS TO BE WELDED AND GROUND SMOOTH. NO EXPOSED SCREWS OR
FASTNERS EXCEPT AS SPECIFICALLY INDICATED ON DRAWINGS. PROVIDE COMPLETE SPECIFICATIONS AND SYSTEM SIZING REPORTS FOR ALL 'W (
LIGHTING SYSTEM COMPONENTS NVENTS. l2
2.13 ALL EXPOSED BOLTS. NUTS & WASHERS TO BE STAINLESS STEEL.
2.22 BIKE RACK SHALL BE PREEMINENCE HEAVY DUTY CHALLENGER. MODEL H36-3-IG-G
2.14 WALL GLAZING SHALL BE MINIMUM 0 250 THICKNESS BRONZE TRANSPARANT OR APPROVED EQUAL.. COLOR TO MATCH 'ALTER. PROVIDE REFLECTIVE TAPE TO
POLYCARBONATE; G.E. LEXAN 9034 OR APPROVED EQUAL. LEGS AS REQUIRED TO PROVIDE VISIBIUTY. LOCATE AS DIRECTED BY THE OWNER
2.15 ROOF GLAZING TO BE MINIMUM 6mm THICKNESS BRONZE TWIN-WALL 2.23 INSTALL OWNER SUPPLIED SIGNS TO SHELTER AS DIRECTED BY THE OWNER.
POLYCARBVNATE, BARREL VAULT SHAPE AS INDICATED ON DRAWINGS.
2.24 PROVIDE TWO TRASH RECEPTACLES: GLOBAL INDUSTRIES # WB 26192525GN
2.16 ALUMINUM BENCH SHALL BE MINIMUM 1-1/2 x 9-t/2 POWDER COATED
ALUMINUM IN LENGTHS- INDICATED AND WITH ALUMINUM END CAPS. H O L M ES A R C H I T I CT$
J 1201 GULF BOULEVARD EliTE 103
OMAN ROCKS BEACH.FL 33106
72A2,6a70S AA 20002002
IT mw REVI$ rNS,r — COASTAL PASCO COMITY BUS STOP IMPROVEMENTS
DESIGN civaas FACILI yfSS M N 4 R SHELTER TYPE '3'
CA# 00009572 PASCO COUNTY, FLORIDA A3.
CODES AND SPECIFICATIONS SEE PRE-ENGINEERED BUS SHELTER,
SEE BUS SHELTER DRAWINGS SEE PRE—ENGINEERED BUS SHELTER,
A.The Florida Building Code 5th Edition, 2014. ARCH'L ARCH'L SEE BUS SHELTER DRAWINGS
B.ASCE 7-10 Minimum Design Loads for Buildings and Other Structures. (4) )"0x6" SIMPSON (WHERE APPLICABLE)
CONCRETE SLAB, TTTEN HO ANCHORS /4x24"x24" 024. O.C.
SPECIALTY ENGINEER REQUIREMENTS SEE PLAN GALV. (4)%"0x6" SIMPSON TI1EN
HD ANCHORS
A.The Florida State Board of Professional Engineers has issued statements on the 3—/5 CONT. (4—SIDES) W/ CONCRETE SLAB GALV. (WHERE APPLICABLE)
i responsibilities of professional engineers, pursuant to Rule 61G15-30. 2'-0'x2'-0' CORNER BARS SEE PLAN 1-15 CONT. (4—SIDES) W/
B.Pre—Engineered Bus Shelter shall be designed, detailed, and engineered by the TO MATCH 2'-0"x2'-0" CORNER BARS
bus shelter manufacturer and fabricator. Shop drawings shall be submitted for SEE CIVIL FOR GRADE OR
review and must be signed and sealed by a Registered Engineer in the State of .. �+ TO MATCH
Florida. SIDEWALK
12" MAX.
DESIGN LOADS 4'
a
A.Superimposed Dead Loads ° ° I I—III—�iii °° '
1.Miscellaneous — 5 psf ° ° III—�I o
_ _ _ _ _ t — _ 11
B.Live Loads IIII 11-1 I 1=III—I I _I 11 III-1 i 1-1 I I-
1.Roofs — 20 psf III=1 11=III—III-11 _ = 4" IN AREAS of ' 1-1 I I11 I I III °
C.Wind Loads - �,_1.Code — ASCE 7-10 Chapter 29 "Other Structures" I I J=1 II=I I I-1 I I-1 1 _ _ NON—STRUCTURAL SLAB 1=III—_I —_I(I
2.Building Risk Category — II III li I—I I—I I— I I—III ,III- I (SEE CMl FOR SLAB TYPE) 1=1 I I—I
3.Wind Speed Vult — 142 mph -I i(—)I I—III Ill—' 4-" YIN
4.Wind Speed Vosd — 110 mph 6" CONCRETE I( 1I
I=11 I
5.Exposure Category — C 1,_0" WALL D.C W. I 1=1 I 1
FOUNDATION / SLAB-ON-GRADE /4012. O.C. E.W. -111=1I I-
/4012. O.C. HH II 11
—1I1=1II— III-111
A.Foundation T2—I4c z
rl� CONT. I I=IIIIII I I=III= -�
1.Spread / Strip Footings = — — _
R F I 111_111— —__
a.All footings have been designed assuming an allowable bearing SLAB EDGE SECTION TURN WA AND OonNG _ ° 111—I i l
pressure of 1500 psf. AS REQUIRED AT SIDES 1 I 1 ( I I=I I-1
B.Subgrade to be compacted to 98% of the Standard Proctor maximum dry SCALE 3/4"=1'-0" -11 4 III I.
density from ASTM D 698. o 4 1-1
C.All topsoil, vegetation, debris and surface soils containing organic material should -I 111 11-
be removed from the site.
D.Concrete placement shall occur immediately after footing excavation and L (-1 1
placement of reinforcement. Any free standing water shall be pumped out of I I
the excavation prior to concrete placement. =111=) -1 I 1—'
E.Slob—On—Grade shall be reinforced with Fiber Mesh AND Welded Wire
Reinforcement (WWR), supplied in flat sheets. Lop ends and sides one cross 1-8"
wire plus 2". Choirs must be used to support the WWR 1" from the top of the
slab, unless noted otherwise. RETAINING WALL (SEE PLAN NOTE 1)
F.Slab—On—e—Grode shall be constructed following the recommendations of the 4
. "Guide for Concrete Floor and Slob Construction"ACI 302. SCALE 3/4"=1'-0"
22'-1("CONCRETE AND REINFORCING STEEL
PRE—ENGINEERED BUS
Location 28—day Comp. Max Size Slump Max. W/C Notes: SEE ARCH'L "W SHELTER. SEE BUS
Strength (psi) Aggregate Range Ratio TYPICAL SHELTER DRAWINGS
Slab—On—Grade 3000 NW 1" 5" to 8" 0.50 Fibermesh
Footings & Walls 3000 NW 1" 5" to 8" 0.50 " • • • • ((• "j SEE PLANS FOR
• - - - - - - - - - - - - - - - - - - - - - SLAB ON GRADE INFO
NW = Normal Weight Concrete (145 pcf) I - y" MAX. t1" DEEP HAND TOOLED JOINT.
I I SEE CML �I
A.All reinforcing steel to be new billet steel, conforming to ASTM A-615, Grade 60. TE
B.All welded wire reinforcement shall conform to ASTM A-185.
T
C.Provide cover to all reinforcement steel meeting the requirements of ACI 318.
io
SUBMITTALS I wit -ilI 2 S .3 a a d a
J
A.The general contractor shall submit for engineer review shop drawings for the — — — — — — — — — — — — — — — — — — - .As �IIII I I I — i
following items: %%% W R III I 1— —1 I I I 1 I—
1.Reinforcing Steel "CF IIr
2.Concrete Mix Designs % ;•'�r,C E/y' . Q �i,
3. (Bus Shelter Pre—Engineered •) Np '.o
9 \_8' CONCRETE SLAB ON GRADE RE • S = 1. SEE PLAN FOR JOINT LOCATONS.
NOTES: W/ � $5 : 'L 'D.
Items marked (') shall have shop drawings signed, sealed & dated by a 1. DETAIL 4/S1.3 TO BE USED AT SLOPED FROM THE iOP OF SLAB WWR6x6—W2.9xW2.9 CHAIRED 2 1}: 031 2. REF. ARCH SPECIFICATIONS FOR JOINT SEALANT IF REQ
registered engineer in the state of Florida. GRADE W/ 2'-0' MAXIMUM STEP. U * '
B.The general contractor shall submit calculations signed, sealed & doted by a . STgr
registered engineer in the state of Florida for the following items for review: FOUNDATION PLAN :'n: .t� E OF .�� TYPICAL SLAB CONTROL JOINT
1.Pre—Engineered Bus Shelter 1 rr .( : �+ 3
C.All shop drawings must be reviewed and stomped by the general contractor SCALE 1/4"=1'-0" 1 P4 •.9 R (Q P;� ti0 SCALE N.T.S.
prior to submittal.
R E VI 5 10 N S CONSULTANT
DA1t DESCRIPIION ®C ASTA PASCO COUNTr BUS STOP IMPROVEMENTS SHEET
1725 E. 5TH AVENUE, TAMPA, FLORIDA 33605 DESIIGNCONSU� /, DEPARTMENT DEPARTMENT SHELTER TYPE 3 � , • 3
PHONE (813) 248-8080 FAX (813) 248-8081 Joke l 00Core. P.E. -
email:info@decarowillson.com Certificate of Authorization 8 25896 CA# 00009572" P.E. ,36031 - PASCO COUNTY, FLORIDA
SHELTER ID. NO. DESCRIPTION & LOCATION PAD SIZE SHELTER TYPE EXISTING PAD PLANS COMMENTS
SHELTER PAD WILL BE LOCATED ON THE NORTH 1• BITS SFEL7ER lb FACE ROADWAY.
SIDE OF 6TH AVE.. APPROXIMATELY 100' EAST OF 1O'x35' 3 Y SOD AT TIEMY OF
B-2A GALL BLVD. IN ZEPHYRFIILLS. PRE AU. t EO r MID LABOR
10 TRANSPORT!NSONL COSIN0 3I#LMM
3. FOR SHALL PRONOE NO NSINJ(1)
SKE RACI PER SNW A3.3.
4. COKIRACTOR SHALL PRDVDE NO NSrALL(1)
TRASH RECEPTACLE PER SHEET A3.3.
it
0
-
:7
j - - ; FL�1' 1 LU
REVISIONS - SHELTER TABLE sHEEr
" BY ' BY ' 011 •COAS1•1LL 'FA
PASCO COUNTY NO.
dd� 1 ��FAC E
T[TIS MANAGEMENT BUS STOP IMPROVEMENTS
DE16iN I DEPARTMENT B U S STO P B-2A
PAUL A. MANUEL P.E.
CA# 00009572
P.E.P.E 's"24 PASCO COUNTY, FLORIDA �,/L
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9 "0 II
Al o I I o m a POLE 98�'S• II 1 PROPOSED SIDEWALK
a o ELEVATION= 500.48' (ASSUMED) @l, II
a
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1 I 1 II
PROPOSED
1 $ II 1 u STRUCTURAL CONC.
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m ry STALL 8-CONCRdfE PAVEMENT X499
1 ° ° (SEE DETAIE THIS SHEET)
CONCRETE STAIR} 494,
INSTALL TYPE 9 CURB PER
FOOT INDEX NO.300
TRANSITION TYPED'CURB FLUSH
WITH CONCRETE PAVEMENT
ZZ 1 I car1Ral. mom OR
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4 /S IM. l MDDk PROPOSED,Y _ _ 1!711 IIOiCRCEMENT
1 $ I I SSIIEEEELL lM/iT.W) jDE I SLOORADE TO BE CDIPACM TO SOX I lER FANWC ROADWAY PA N7 57RUC71 DRY HE1STA FROM PROCTOR IIANOINM
FiL1E1R F VEYEX2E
,0• I SLT FIOR NO1FS: I.ALL.(DINTS 10 E ROD—TOOIl;D.
r AN 2 CON ALL CRETE SN E;000 PR.4 DEEP ICEr J • . ✓ E PR) 1 A MA70MM MOSS SLOPE
` � gcnoN 4.CONTROL.. (IS S•O.C.MAX(M AS SHOWN)
9 1 , ,. 1ACTED SAORAOE S DIPPANSION JOINTS SC O.C.MAX(1(R•,EE
I I I SILT N N I;ARRIER D DRNE ASLLE CONCRETE PAWET NF OCTAL ESIDEWALK
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j REV 1 S 1 O N S ., r F N PASCO COUNTY CONSTRUCTION PLAN NOET
I COASTA .- ?�', CILITIES MANAGEMENT BUS STOP IMPROVEMENTS
w.DESIGN CONSUL ��� DEPARTMENT BUS STOP B-2A C3� Q
CA# 00009572 PASCO COUNTY, FLORIDA