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Home My WebLink About22-5161City of ZephyrhiliT 5335 Eighth Street Zephyrhills, FL 33542 Phone: (813) 780-0020 Fax: (813) 780-0021 1 BGC-005161-2022 Issue Date: 11/10/2022 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 subsequent reinspection. Notice: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permit required from other governmental entities such as water management, state agencies or federal agencies. TWTITF�-�� Complete Plans, Specifications add fee 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. I "PICTORSI'GIATULRe PE IT OFFICE* I PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTIO CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT C4RD FROM WEATHER I MWON111111 1w scope OT me proposeu Wolf, III ul�rllt;dtt: I*' ule Villuc V1 Elie *1111mill" willudi I*r dfltuvrdl PIT911 I* tilt: L;Vllll Flel V.;011 10-nt kept readily available at the site of the work at all times. PARCEL I D #: 34-25-21-0000-00300-0082 CITY ROOrlr M V 1Z I'll] 14t,'J[IJrAEY4iW 41iUVAINIOLA t Lit (PERMITTEE) APRIL KAHLER Signature & Titl ENGINEERING MANAG Address 3712 W. Wa nut St. Tampa, FL 33607 - - ----- MUM MEMEM 19M J. ,g�k JI _try &WL417& Date Date City Manager - Date A MINIMUM T HOROONflf,'All- AND VERITCAL CLEARANCE WILL BE MADE OF ALL FACILITIES AND STORAR DRAINS ANY FACILITIES NOT REFLECIIIED WILL BE LOCATED BY CALLING IN LOCATES PRIOR TO ANY CONSTRUCTION t "*T u An EOP I i RQW 07 3 NOTE: ALL UTILITIES IN AREA ARE APPROXIMATE. NOTE: ALL BORES WILL BEGIN AND END AT A MINIMUM OF LOCATE PRIOR TO CONSTRUCTION. RIGHT OF WAYS WILL BE RESTORED TO A TE, 10'FROMI EXISTING EDGE OF PAVEMENT, GOOD AS OR BETTER THAN ORIGINAL NOTE: UTIL ITIES. ALL UTILITIES NOT SHOWN IN RIGHT OF WAY WILL NOTE: BE LOCATED PRIOR TO START OF CONSTRUCTION. NOTE: ROW MEASUREMENTS ARE TAKEN FROM DRIVEWAYS, TREES & CULVERTS WILL BE PASCO COUNTY GIS SYSTEMS DIRECTIONAL BORED. Fronflier ...... COMIMUMCAT�ONS KCI ENGINEER: ROBERT M R AWY FACILITIES NOT REFLECTED W111,11 BE LOCATED BY CALLING IN LOCATES PRIOR TO A N"If CO NST RU C TIO N A MINIMUM 2'HOR2004TA�L AND VERffCAL CLEARANCE WILL BE MADE OF ALL FACILITIES AND STORM DRAINS NOTE: ALL UTILITIES IN AREA ARE APPROXIMATE. NOTE: ALL BORES WILL BEGIN AND END AT A MINIMUM OF LOCATE PRIOR TO CONSTRUCTION. RIGHT OF WAYS WILL BE RESTORED TO AS�— i I W —FROM EXISTING EDGE OF PAVEMENT. GOOD AS OR BETTER THAN ORIGINAL T A MINIM OF VENT AL MAINTAIN A 24" MINIMUM SEPARATION FROM ALL CONDITION & COMPACTED L I UTILITIES. NOTE: L---- ALL UTILITIES NOT SHOWN IN RIGHT OF WAY WILL NOTE: BE LOCATED PRIOR TO START OF CONSTRUCTION. NOTE: ROW MEASUREMENTS ARE TAKEN FROM DRIVEWAYS, TREES & CULVERTS WILL BE PASCO COUNTY GIS SYSTEMS DIRECTIONAL BORED. F n t i e r C 01,1M U N ICATI ONS w Proposed placement of (1) 2X3 20k hand hole along the East service for 37814 Medical Arts Ct I . , Aerial crossings of State roads involving temporary lane closures are to be done between the hours of 12:00 am and 5:00 an Monday through Thursday unless previously approved by the Department. 2, When directional bore is the method of installation, a minimum 24-inch separation shall be maintained from all existing utilities, ITS/ATMS lines, and storm drain systems while maintaining the minimum required depth under pavement or non -paved ground. 3. If the proposed utility cannot be installed per the approved permitted plan and by CITY OF ZEPHYRHILLS specifications, a revised plan must be provided to the Department for review and approval prior to the installation of products or materials at the given locations where conflicts occur. 4. Any new proposed plan shall include cross sections, plan views and profiles of the State road adequately reflecting all right-of-way features including but not limited to existing utilities, storm drain systems and any above or below ground appurtenances where applicable, 5. No pedestrian pathway is to be removed, blocked, or disturbed without having a sufficient designated temporary pedestrian pathway with all appropriate pedestrian maintenance of traffic signs (index 660) in-oace prior to pathway being affected. & All temporary pedestrian pathways must be firm and unyielding. 7. Any sidewalk disturbed will be replaced by section within 72 hours to CITY OF ZEPHYRHILLS specifications. 8. All concrete placed within CITY OF ZEPHYRHILLS right-of-wayfor driveways and sidewalks shall be a m inimum of 6 inches thick and be an CITY OF ZEPHYRHILLS-approved mix, Class 1 non-structural, 2,500 PSI with fiber mesh. 9. CITY OF ZEPHYRH ILLS reserves the right to make adjustments to any permitted method of installation, scope of work, and restoration that may be required to positively support life, safety, and environmental well-being of all users of the transportation system 10, The Permittee shall notify the CITY OF ZEPHYRHILLS of date of completion, request a final inspection, and a Notice of Final Acceptance, 11, All construction and/or maintenance in the CITY OF ZEPHYRHILLS right-of-way shall conform to the Federal Manual on Uniform Traffic Devices (MUTCD), the F.D.O.T Roadway and Traffic Design Standards, the Standard Specifications for Road and Bridge Construction, the Florida Design Manual, and the Drainage Manual. 12. Prior to removal of existing curb or driveway, the edge of travel shall be sawcut to avoid damaging the existing roadway asphalt. All concrete to be removed in CITY OF ZEPHYRHILLS right-of-way shall be sawcut and removed from the nearest joint, 11 The LIAO shall notify the CITY OF ZEPHYRHILLS Representative identified on the permit a minimum of two (2) business days prior to starting work and again immediately upon completion of work. All work, materials, and equipment shall be subject to inspection and approval by CITY OF ZEPHYRHILLS. The UAO shall input time, location of lane closure and description of work into the C ITY OF ZEPHYRHILLS Lane Closure Information System (LCIS) of any lane closures needed for the utility work. The UAO shall not close any lanes until receiving approval through LCIS or alternatively by CITY OF ZEPHYRHILLS, The LIAO is not required to report lane closures to the LCIS system to perform work in accordance to UAM Section 2.3 or UAM Section 3.1, 14. Lane closures must be limited to Sunday through Thursday 8:00 pm to 5:30 am unless otherwise approved by CITY OF ZEPHYRHILLS, 15. Any sidewalk damaged because of work being performed in association with the Permittee and Contractor shall be removed and replaced with 6-inch thick Class 1 non-structural, 2,500 PSI with fiber mesh. 16. Open cutting of any roadway, driveway or sidewalk outside those limits identified within the permit are not allowed without prior approval of by CITY OF ZEPHYRHILLS. 17, The Contractor shall have an authorized person available at/or near the work site on a 24-hour basis, 7 days a week in order to address emergency issues associated with the project, 18. No stockpiling, storing or semi -permanent use of the right-of-way is authorized unless specifically identified within the permit. 19. No work shall be performed during the weeks of any State or Federal holiday unless otherwise approved in writing by C ITY OF ZEPHYRHILLS. 20. The permitted work schedule is defined as Monday through Friday 7:00 an to 5:30 pm unless otherwise noted within the permit. Any work desired outside of this period must be requested in advance and approved before working the alternate schedule. 21. When work is associated with roadway modifications and/or site development, the Contractor is required to have a preconstruction meeting with the CITY OF ZEPHYRHILLS inspector two weeks prior to any construct' beginning within the right-of-way. 22. All work performed under this permit within the right-of-way is to be scheduled with CITY OF ZEPHYRHILLS inspection staff, 23. Roadway restoration shall utilize 100 PSI excavatable flowable fill material and asphalt placed within the State right-of-way shall be placed full -depth, two 2.5-inch lifts of SP 12.5, two I .5-inch lifts of SP 9.5. Typical sections will need to be provided within the plans for the pavement placement. A stair step method should be incorporated, prior to placing asphalt, to avoid vertical joints. Milling of the patch may be required based on the patched surface performance. The milling shall be utilized for surface leveling to a thickness equal to or greater than the existing friction coarse material. The milling limits are 50-foot ofthepatch along the longitudinal path of the lane, full lane width and to include any adjacent bike lanes, shared path or urban shoulder sections. 24. Any disruptions to any permeable pedestrian way and bike lane are to be restored as work continues. All patches shall be full width from outside edge of pedestrian path to to line edge of travel lane with stair step (staggered) joints. Restoration to include backfill with existing sub -grade material and #57 stone as base material (compact in 6-inch lifts) to bottom of existing pervious asphalt base, followed by permeable design mix (if available) or 12.5 Superpave course mix with a minimum 2-inch and maximum 3-inch lifts. Maintain ingress/egress on all drives and side streets during construction. NOTE: A ALL UT[UTIES IN AREA ARE APPROXIMATE, P PR 0 X NOTE: 0' ALL BORES WILL BEGIN AND END AT A MINIMUM OF 'C LOCATE PRIOR TO CONSTRUCTION. T '0 N ' r RIGHT OF WAYS WILL BE RESTORED TO AS 10'FROM EXISTING EDGE OF PAVEMENT. GOOD AS OR BETTER THAN ORIGINAL MAINTAIN A 24" MINIMUM SEPARATION FROM ALL CONDITION & COMPACTED NOTE: UTILITIES. FRO ALL UTILJITIES NOT SHOWN IN RIGHT OF WAY MLL 01 NOTE: BE LOCATED PRIOR TO START OF CONSTRUCTION. NOTE: ROW MEASUREMENTS ARE TAKEN FROM T S WILL DRIVEWAYS, TREES & CULVERTS WILL BE PASCO COUNTY GIS SYSTEMS D I IRECTIONAL BORED. LAST REVISION 11101121 I NOTE: MOT-13-06 W20-IF (See Note 6) I. This Index applies to Two -Lane, Two -Way G20-2 LIPEI 11N11 and Multilane Roadways, including Medians (See Note 6) D ""' ROAD O'S_ WORK "P_L or divided roadways, with work on the ROAD AHEAD PRESENT :D shoulder. _:AO Kj 2, L Taper Length 6" White (See Note 7) X x Work Zone Sign Spacing CD B = Buffer Length ...... See Index 102--boo for "U, "X", "B", and channeii7ing device spacing values. 10' Min, 3. Where work activities are between 2' and ilia Engineer may omit signs and chanoerizing L13 X 15' from the edge of traveled way, the devices for work operations 60 minutes or less. 4. When four or more work vehicles enter the ROAD SPEEDNG FINES /Ly R!,G-H�l 0 END WORK ER through traffic lanes in a one hour period ROAD �AD 7W�O� WORK (excluding establishing and terminating the PRESENT _ _] work area), use a flagger or lane closure , SENT G20-2 MOT-13-06 to accommodate work vehicle ingress and W20-1 F (See Note 6) W21-5a (See Note 6) egress. 5. For work less than 2' from the traveled way and work zone speed is greater than 45 MPH, use a lane Closure. 6, The "Speeding Fines Doubled When Workers Present" signs (MOT-73-06) and "End Road Work" Signs (G20-2) along with the associated work zone sign spacing distances may be omitted when the work operation is in place for 24 hours or less. 7. Temporary pavement markings may be omitted when the work operation is in place for 3 days or less. B. Omit "Shoulder Closed" signs (W21-5a) along with associated work zone sign spacing distances for work on the median. 9. When there is no paved shoulder, the "Worker" sign (W21-1) may be used instead of the "Shoulder Closed" sign (W21-5a). SYMBOLS: MWork Area 0 Channefizing Device (See Index 102-600) work zone Sign Lane Identification and Direction of Traffic TWO-LANE ROADWAY SHOULDER WORK LESS THAN 2' FROM THE TRAVELED WAY WITH WORK ZONE SPEED OF 45 MPH OR LESS W20-1 F N X - ----- TWO-LANE ROADWAY SHOULDER WORK BETWEEN 2' AND 15' FROM THE TRAVELED WAY FY 2022-23 FQ T TANDAPLANS MUHOLD TWO-LANE AND LTILANE, WORK ON SHLDER SRD I Shoulder Pavement Shoulder PavementSod or Flush Shoulder Sod Shoulder Pavement jrI CZ Z (Flush Shlqr N with Curb -_J CZ CZ C Z With Purb CZ (Flush Shldr) nIU, E2 F_2� 171 117G % I DIVIDED NARROW MEDIAN WITH OR WITHOUT CURBED MEDIAN DESCRIPTION: vc Sod Sod I Pavement Shoulder Pa Shoulder Pavement Sod om CZ �cz Z2 F-11! [:2] UNDIVIDED FLUSH SHOULDER WILDFLOWER SEEDING RATES Common Name (Botanical Name) I bs / a c #1 Group Black -Eyed Susan (Rudbeckia hirta) Lance -Leaf Tickseed (Coreopsis lanceolata) 2 10 Goldenmane Tickseed (Coreopsis basalis) 10 Leavenworth's Tickseed (Coreopsis leavenworthii) 10 Fire Wheel (Gaillardia pulchella) 10 sorthair Conerlower (Rudbeckia mollis) 2 Crimson Clover (Trifolium incarnatum) 15 #2 Group Annual Phlox (Phlox drummondii) 10 Moss Verbena (Verbena tenuisecta) 6 L:eave-n-wo__rt_h''_s Tickseed (Coreopsis leavenworthii) FiretiWee (Gailfardfa puIche a) Crimson Clover (Trifolium incarnatum) 10 10 15 Wildflower seeding rates are for restoring impacted wildflower areas. ,15od Shoulder Pavement Shoulder Pavement ---I r CZ CZ i CZ _j cn E2 El 72 G]- --F-G] L%_j DIVIDED WIDE MEDIAN WITH OR WITHOUT CURBED MEDIAN F— Concrete Sidewalk Concrete Sidewalk sod FL _OC UNDIVIDED CURBED Concrete Sidewalk _11 Sod Or Sod Concrete Sidewalk Sod S LEGEND GENERAL NOTES 1, All turf establishment shall be performed meeting the requirements of Specification 570. [1] Wildflower Group #i E2 Wildflower Group #2 5 E Turf (To Limit of Construction) [LCG:] Selective Clearing And Grubbing P�lc Limits Of Construction DI Tuff 2, Activities such as clearing, grading, and excavating that will disturb one or more acres or land require coverage under the Generic Permit for Stormwater Discharge from Large and Small Construction Activities from the Florida Department of Environmental Protection, and implementation or appropriate pollution prevention measures to minimize erosion and sedimentation and properly manage stormwater, 3. Confirm compatibility of wildflower with Seeding Zones, FDGnT FY 2022-23 _.099PV__ - STANDARD PLANS PERMANENT EROSION CONTROL INDEX SHEET 570-0011 ]of 3 Z-B" See Pattern Detail TREATMENT I Less Than 3" Overlay Drop -Off (V,," Min., I" Max.) L_/-- Backfill (Excavated Turf and Topsoil) I _J Sod (Avg. Depth I V2` (Depending on asphalt overlay depth may require trenching or borrow under sod to attain the I" drop at the edge of pavement.) CRITERIA FOR USING TREATMENT I Project... * is resurfacing, widening and resurfacing or construction of shoulder pavement * is rural or is urban without curb and cutter * resurfacing build-up is less than 3" Sod Blocks Shall Be Placed With Staggered Transverse Joints n� co L 7—Li I AL Edge Of Pavement PLAN VIEW GENERAL NOTES 1. Treatment 1: If trenching under sod is necessary to achieve the required Drop -Off, excavated topsoil is to be used for filling voids and few areas at the edge of pavement or for flushing along the edge of sod. Excess material to be uniformly distributed over the shoulder, 2. Treatment 11: A. Borrow must meet the requirements for a "Select" material in accordance with Index 120-001 and Specification 120. B. Borrow may be used in lieu of excavated turf and topsoil when economically feasible. There will be no additional payment for substituting borrow for excavated turf and topsoil. 3. Special attention is to be directed at achieving the required Drop -Off at the edge of pavement, within the dimension range shown. 4. Activities such as clearing, grading, and excavating that will disturb one or more acres of land require re coverage under the Generic Permit for Stormwater Discharge from Large and Small Construction Activities from the Florida Department of Environmental Protection, and implementation of appropriate pollution prevention measures to minimize erosion and sedimentation and properly manage stormwater. 5, Turf Establishment: A. Wildflowers destroyed by shoulder sodding and turf operations are to be reestablished under the seeding rates prescribed for permanent wildflower #2 Group shown by table on Index 570-007, B. Establish turf in accordance with Specification 570. FDGCT� FY 2022-23 STANDARD PLANS TREATMENT II Edge Of Any Existing Drop -Off (�12" Min., I" Max.) Or New Pavement Width Called For In The Plans (Shoulder Width Plus 2' Min.) r— 2'-8" See Pattern Detail 3" Or More Overlay Sod (Avg. Depth 1112") M Varies, 2' Min, Salvaged Turf And Topsoil Excavated Turf And Topsoil (Gap For Drainage) Existing Turf And Topsoil To Be Excavated And Replaced With Borrow - - - - - __J Drop -Off Min., I" Max.) Width Called For In The Plans (Shoulder Width Plus 2' Min.) Edge Of Any Existing Or New Pavement Z-B" See Pattern Detail 3" Or More Overlay - \ Sod (Avg. Depth 1112") r V, Turf Varies, 2' Min. \ — — — — -- Borrow Mix To Depth Indicated In specifications 0 4; r Plans SHOULDER OPTION 2 CRITERIA FOR USING TREATMENT 11 Project... • is resurfacing or construction of shoulder pavement • is rural oil is urban without curb and gutter • resurfacing build-up is 3" or more A SIMILAR TREATMENT MAY BE USED FOR PROJECTS THAT REQUIRE SHOULDER WIDENING. DETAILS ARE TO BE SHOWN IN THE PLANS, INDEX SHEET 570-0101 1 of 1 ry 11-0" Varies Finished Grade — � n —7 M' . /11 6" M Approved Ground Connection (As Required) LAST DESCRIPTION: REVISION vy ILUI 12" Bed Of Pearock Or Crushed Stone For Drainage Locate Wire PLAN Varies Finished Grade 6" Min. Approved Ground Connection (As Required) - - Splice Box-200' Min. Stored Fiber Pull Box-50' Min. Stored Fiber. 11-01, 12" Bed Of Pearock Or Crushed Stone For Drainage I-- Ground Rod (As Required) ELEVATION FIBER OPTIC BOX NOTES: I. Provide fiber optic splice boxes with cable hanger racks designed to support cables and splice enclosures. 2. Install a Y-O" wide (Min.) concrete apron around all boxes using Class NS concrete. Slope the apron away from the box. 3. Where multiple pull boxes are placed side by side, maintain at least 8" between the pull boxes. 4. Rectangular boxes shown, others similar. FDSCT� FT 2022-23 STANDARD PLANS PULL AND SPLICE BOXES Locate Wire INDEX SHEET 63�5 1 1 of 1 OF CONDUIT