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Home My WebLink About22-3593CI of III III Zilaphyrhills 5335 Eighth Street Zephyrhills, FL 33542 Phone: (813) 780-0020 Fax: (813) 780-0021 BGC-003593-2022 Issue Date: 02/07/2022 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 remspection. 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. Complete Plans, Specifications add fee Must Accompany Application. All work shall be performed ir accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. SIGNATURE FE IT OFFICE III I. 11i [liffi,311 , TYL ZMAWAMUZI, . . . . . . . . . . CITY OF ZEPHYRHILLS - BUILIDING DEPARTMENT � r DATE: 01/17/2O RIGHT -OE -WAY USE PERMIT PERMIT# � No construction underground 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 LD. # 35-25-21-0060-00000-0020 CITY ROAD ARBOR RIDGE DR DATE LOCATION (Legal Description) : ARBOR RIDGE SUB PB 22 PG 44 LO TS 2 & 3 & THAT PORTION OF 5 F T EASEMENT LYING THEREIN VACATED AS PER RES NO 161 IN OR 146 1 PG 1910 OR 9380 PG 3159 Permission is hereby granted for the construction and maintenance of - PROPOSED PLACEid1ENT OF APPROX 145' OF I.25" HDPE WITH FOC ALONG ARBOR RIDGE DR AND (1) 2X3 20K HANDHOLE, THIS IS NEEDED TO PROVISION FIBER FOR 39017 ARBOR RIDGE DR subject to the following conditions: L The construction and maintenance of sucb 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 coustrueton. 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 permitteeto???? 5. All private and all City properly 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 apart 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 fall 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 completing 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) Lori Soule Signature &Title II/—&- Permit Mandger Address 4041 Crescent Park Dr., Riverview, Fl. 33578 CITY OF ZEPHYRHILLS Building Official Date: Utilities Supervisor f f f Date: ,,.., Public Wo s — x.. Zd'.".> `s1 .v�(..i " ... '� ...- C�.t tlY ,'d- Date: City &Tanager Ticket : 017205668 Rev:000 Taken: 01/17/22 17:02ET State: FL Cnty: PASCO GeoPlace: ZEPHYRHILLS CallerPlace: ZEPHYRHILLS Subdivision: Address 38011 Street ARBOR RIDGE DR Remarks : PLACING 1451 OF 1.2511 FROM EXISTING DHOLE NORTHWARD AND WESTWARD TO INFRONT OF 39017 ARBOR RIDGE DR *** LOOKUP BY ADDRESS *** Work date: 01/19/22 Time: 23:59ET Hrs notc: 040 Category: 3 Duration: 01 DAY Due Date : 01/19/22 Time: 23:59ET Exp Date : 02/16/22 Time: 23:59ET Work type: PERMITTING Boring: N White -lined: N Ug/Oh/Both: U Machinery: N Depth: 3 FT Permits: U N/A Done for : KCI Company KCI TECHNOLOGIES INC Type: CONT Cc adds 4041 CRESCENT PARK DR City TAMPA State: FL Zip: 33578 Caller ROBERT MORROW Phone: 410-456-8817 Contact ROBERT MORROW Phone: 410-456-8817 BestTim.e: ANYTIME Mobile 813-446-5683 Email ROBERT.MORROW@KCI.COM Submitted: 01/17/22 17:02ET Oper: ROB Chan: WEB Mbrs : BE1783 CZ1084 FPC314 GT1722 PAS817 PGSTAM Current 0 1 /18/2022 07:10 AM PASCO COUNTY TRAFFIC OPERATIONS DIVISION P'AS81 _7 4: Clear No Facilities Web Service Current 01 /18/2022 11:37 AM TECO PEOPLES GAS® TA PA PGSTAM 5: No Conflict - utility is outside of the requested work site Web Service Current 01/18/2022 12:52 PM CITY OF ZEPHYRHILLS CZ 1084 1: Marked Web Service Current 01/19/2022 03:46 PM FRONTIER COMMUNICATIONS rj,r 1722 5: No Conflict ® utility is outside of the requested work site Web Service Current 01/19/2022 03:46 PM DUKE ENERGY ® ST PETERSBURG F P C 31 4 5: No Conflict ® utility is outside of the requested work site Web Service Current 01/19/2022 03:46 PM CHARTER COMMUNICATIONS BEI 783 4: Clear No Facilities Web Service 2022/01/19 15:45 DAUGHTERY ROAD CLOSED OFF FROM GALL BLVD TO =MMXMMMW� MMMMUNW-OMWMMMI MMWMW4b=MMMMM WNWANNO-MOMMOMM =NNW==*-qM=MM awmaIMMMAW-Mam KC I NMM=I� 01/14/2022 To: Owners of all Utility Installation and Structures To who it may concern: This is to advise that KCI has on the above date submitted an application for permit to the City of Zephyrhills to facilitate installation Proposed placement of approx. 145of 1.25" HDPE with FOC along Arbor Ridge Dr and (1) 2X3 20k hand hole. This is needed in order to provision fiber service for 38011 Arbor Ridge Dr M= Roger Jewell ICI Communications Infrasturcture Cc: City of Zephyrhills Water and Sewer Duke Electric Charter Frontier Communications Teco Peoples Gas im mg� . MINIMUM 2'HORIZONTAK ANC 'ERITCAL CLEARANCE WILL BE MADE OF ALL FAC ILITIES AND STORM DRAINS PROPOSED 2X3 20K HANDHOLE" PROPOSED 145* 1.25" HDPE WITH FOC BY HANDTRENCH AND BORE ATE NOTE: ALL UTILITIES IN AREA ARE APPROXIMATE. NOTE: LOCA IL ALL BORES WILL BEGIN AND END AT A MINIMUM OF LOCATE PRIOR TO CONSTRUCTION. RIGHT OF WAYS WILL BE RESTORED TO AS 1 O'FROM EXISTING EDGE OF PAVEMENT. GOOD AS OR BETTER THAN ORIGINAL UMAINTAIN A 2W'MINIMUM SEPARATION FROM ALI. CONDI TION & COMPACTED UTILITI UTILITIES. I ANY FACILITIES lo' REFLECTED WILL BE L BY CALLING IN LOCATI TO ANY CONSTRU( 1% Adve�ntHealth — I Irixot-1. nc � 9 n4 0= ANY FACILITIES NOT REFLECTED WILL BE LOCATED BY CALLING IN LOCATES PRIOR TO ANY CONSTRUCTION A MINIMUM THORIZONII'AR, AND VERITCAL CLEARANCE WILL BE MADE OF ALL FACILITIES AND STORM DRAINS PROPOSED 145'1,25" HDPE WITH FOC BY HANDTRENCH AND BORE AdventHealth NOTE: ALL UTILITIES IN AREA ARE APPROXIMATE. NOTE: UTILITIE S ALL BORES WILL BEGIN AND END AT A MINIMUM OF RIOR LOCATE PTO CONSTRUCTION. R RIGHT OF WAYS WILL BE ESTORED TO AS 10'FROM EXISTING EDGE OF PAVEMENT. UMAINTAIN GOOD AS OR BETTER THAN ORIGINAL A 24" MINIMUM SEPARATION FROM A CONDITION & COMPACTED UTILITI UTILITIES. ANY FACILITIES NOT REFLECTED WILL BE LOCATED BY CALLING IN LOCATES PRIOR TO ANY CONSTRUCTION A MINIMUM 2'HORIZONTAIL AND VERITCAL CLEARANCE WILL BE MADE OF ALL FACILITIES AND STORM DRAINS ry PROPOSEC HEDP E Iry HANDTRENCI AdventHealth NOTE: ALL UTILITIES IN AREA ARE APPROXIMATE. NOTE: UTILITIES ALL BORES WILL BEGIN AND END AT A MINIMUM OF LOCATE PRIOR TO CONSTRUCTION. RIGHT OF WAYS WILL BE RESTORED TO AS 10'FROM EXISTING EDGE OF PAVEMENT. GOOD AS OR BETTER THAN ORIGINAL MAINTAIN A 247MINIMUM SEPARATION FROM A CONDITION & COMPACTED 1 , Aerial crossings of State roads involving temporary lane closures are to be done between the hours of 12:00 am and 5:00 am 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/AIMS lines, and storm drain systems while maintaining the minimum required depth under pavement or non -paved ground, 1 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 productsor materials at the given locations where conflicts occur. 4. Any new proposed plan shall include cross sections, pan 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 (Max 660) in -place prior to pathway being affected. 6. 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, & All concrete placed within CITY OF ZEPHYRHILLS right-of-way for driveways and sidewalks shall be a minimum 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.03 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. 13. The LAO shall notify the C ITY 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 UA0 shall input time, location of lane closure and description of work into the CITY OF ZEPHYRHILLS Lane Closure information System (LCIS) of any lane closures needed for the utility work, The LIAO shall not close any Imes until receiving approval through LCIS or alternatively by CITY OF ZEPHYRHILLS. The LAO is not required to report lane closures; to the LCIS system to Worm work in accordance to LIAM Section 2.3 or LIAM Section 3.1. 15. Any sidewalk damaged because of work being performed in association with the Permittee and Contractor shad] 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 CITY OF ZEPHYRHILLS, 20. The permitted work schedule is defined as Monday through Friday 7:00 am 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 construction 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 flowlable 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 1.5-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 of the patch 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 white 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/egresson all drives and side streets during construction, NOTE: ALL UTILITIES IN AREA ARE APPROXIMATE. —1 NOTE: ALL BORES WILL BEGIN AND END AT A MINIMUM OF LOCATE PRIOR TO CONSTRUCTION. RIGHT OF WAYS WILL BE RESTORED TO AS "MU M OF GOOD AS OR BETTER THAN ORIGINAL 10'FROM EXISTING EDGE OF PAVEMENT. MAINTAIN A 24" MINIMUM SEPARATION FROM ALL CONDITION & COMPACTED UTILITIES. NOTE: L NOTE: ALL UTIUTIES NOT SHOWN IN RJIGHT OF WAY WILL Z BE LOCATED PRIOR TO START OF CONSTRUCTIO,. NOTE: DRIIVEWAYS, TREES & CULVERTS WILL BE ROW MEASUREMENTS ARE TAKEN FROM DIRECTIONAL BORED. PASCO COUNTY GIS SYSTEMS E t P ROAD WORK AHEAID- SPEEDING FINES[ - DOUBLED WHEN WORKERS PRESENT DISTANCE BETWEEN SIGNS] Speed Spacing (ftj -A T—B 40 inph or less 2 45 mph 350 1 350 50 mph or greater Midway between signs. SYMBOLS Work Area a Channelizing Device (See Index 702-600) Work Zone Sign Lane Identification 4 Direction of Traffic LAST IZ� DESCRIPTION: REVISION 11101117 Lb Taper Length 11,L Work Area See Table If Device Spacing. -Taper I Device Spacing -Tangent See Table I Sea Table I Table I De -vice Spacinq Max. Distance Between Devices (ft.) Type I or Type 11 Speed Cones or Barricades or Vertical (mph) Tubular Markers Panels or Drums rums Tangent Taper Tangent 25 2 - 5 _50 25 50 30 to 45 25 50 30 50 — 50 to 1) 100 L:5 -0, E' kil'�_ 1!�� _S0 GENERAL NOTES 1, When four or more work vehicles order the through traffic lanes in a one hour period or less (excluding establishing and terminating the work area), the advanced FLAGGER sign shall be substituted for the WORKERS sign, For location of flaggers and FLAGGER signs, see Index 102-603, 2. SHOULDER WORK sign may be used as an alternate to the WORKER symbol sign only on the side where the shoulder work is being performed. 3. When a side road intersects the highway within the TTC zone, additional TTC devices shall be placed in accordance with other applicable TCZ indexes. 4. For general TCZ requirements and additional information, refer to Index 102-600. fff) FY 2020-21 1 0__Aw� STANDARD PII LAN M A E 15 A CORK DURATION NOTES IN 7, Signs and channelizing devices may be omitted if all of the following conditions are met: a. Work operations are 60 Mir)UteS Of less, b. Vehicles in the work area have high -intensity, rotating, Bashing, oscillating, or strobe lights operating, Table If Taper Length - Shoulder 33L (ft) Speed (mph) 81 ShIdr, 10, Snide, -- 12' Shldr. Notes 25 28 35 42 30 1 40 50 60 Ws� 35 55 68 82 60 40 72 90 1 107 45 120 150 1 180 50 133 167 200 55 147 183 220 60 160 200T240 L=WS � 5�1 173 2 260 70 11 187 233 280 81 minimum shoulder width % L = Length of shoulder taper in feet W = Width of total shoulder in feet (combined paved and unpaved width) 5 = Posted speed limit (mph) CONDITIONS WHERE ANY VEHICLE, EQUIPMENT, WORKERS OR THEIR ACTIVITIES ENCROACH THE AREA CLOSER THAN 15' BUT NOT CLOSER THAN 2' TO THE EDGE OF TRAVEL WAY, INDEX SHEET TWO-LA-INE, TWO-WAY, WORK ON SHOULDER 102-502 1 of 1 MWork Area �> Lane Identification + Direction of Traffic Work Area GENERAL NOTES Offset zone; a. Behind an existing barrier, b. [wore than 2' behind the curb, c. 75' or more from the edge of travel way, 1. If the work operation (excluding establishing and terminating the work area) requires that two or snore work vehicles cross the offset zone in any one hour, traffic control will be in conformance with Index 102-602. 2. No special signing is required, 3. When a side road intersects the highway within the work area, additional TTC devices shall be placed in accordance with other applicable TCZ Indexes. 4, When construction activities encroach on a -sidewalk refer to Index 102-660. 5. For general TCZ requirements and additional information, refer to Index 102-600. WHERE ANY VEHICLE, EQUIPMENT, WORKERS AND THEIR ACTIVITIES ARE BEHIND AN EXISTING BARRIER, MORE THAN 2' BEHIND THE CURB, OR 15' OR MORE FROM THE EDGE OF TRAVEL WAY, Shoulder Pavement Sod For Flush Shoulder Sod Shoulder Pavement Shoulder Pavernent it CZ I 4Z,1FILsh Shid, With Crb II Is C Z I F -Y CZ CZ With orb Icz (Flush .51hdr) rI Fj] 02 1 Fil 1 DG 1:G1 - [G] J SIT L DIVIDED NARROW MEDIAN WITH OR WITHOUT CURBED MEDIAN DIVIDED LAST DESCRIPTION: REVISION ire 11/01/19 Sod Sod Shoulder Paven3e1-3t--:::-r,__ Shoulder Pavement Sod om CZ F2-1 1 2 UNDIVIDED FLUSH SHOULDER WILDFLOWER SEEDING RATES Common Name (Botanical Name) ac #1 Group Black -Eyed Susan (Rudbeckia hirta) 2 Lance -Leaf Tickseed (Coreopsis lanceolata) 10 Golderrmane Tickseed (Coreopsis basalis) 10 Leavenworth's Tickseed (Coreopsis leavenworth-ii)--jo-1 lFire Wheel (Gaillard -- i - a -- pulchella) 10 sorthair Coneflower (Rudbeckia mor li s) 2 ICrimson Clover (Trifolium incarnatum) 15_ #2 Group Annual Phlox (Phlox drummiondii) 10 Moss Verbena (Verbena tenuisect a) 6 Leavenworth's Tickseed (Coreopsis leaven w a r t hj i)=61 Fire Wheel (Gaillardia pulchella) 10 Crimson Clover (Trifoliurn incarnatum) Note., Wildflower seeding rates are for restoring impacted wildflower areas. ---- - -- ----------------- — ------ - - Sod Shoulder Pavement Shoulder Pavement CZ CZ C - Z j -T— CZL ❑ M F2-] EG I, U1 J WIDE MEDIAN WITH OR WITHOUT CURBED MEDIAN F— Concrete -Sidewalk Concrete Sidewalk F —0c] L UNDIVIDED CURBED Concrete Sidewalk Sod Es] — Concrete Sidewalk Sod 1 1- 1-51 12 Or Sod DIVIDED CURBED GENERAL NOTES 1, All turf establishment shall be performed meeting the requirements of Specification 570 LEGEND Wildflower Group #1 =2 Wildflowers Group #2 =G Turf (To Limit of Construction) ISEGI Selective Clearing And Grubbing =LO C Limits Of Construction 15:1 Turf 2. Activities such as clearing, grading, and excavating that will disturb one or more acres of 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 of appropriate pollution prevention measures to minimize erosion and sedimentation and properly manage stormwater. 3. Confirm compatibility of wildflower with Seeding Zones, 2020-21 1 00� STANDARD PLAN PERMANENT EROSHON CONTROL SEEDING ZONES INDEX SHEET 1 of 3 2' 8" See Pattern Detail TREATMENT I Less Than 3" Overlay Drop -Off (,12" Min., I" Maxj I Backfill (Excavated Turf and Topsoil) __ — ___ — — ___j GENERAL NOTES Sod (Avg, Depth 1%„ ) (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 gutter • resurfacing build-up is less than 3" I Edge Of Paverrent -' PLAN VIEW Sod Blocks Shall Be Placed With Staggered Transverse Joints PATTERN DETAIL If trenching under sod is necessary to achieve the required Drop -Off, excavated topsoil is to be used for filling voids and low 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 trust meet the requirements for a "Select" material in accordance with Index 120-001 and Specification 120. B. Borrow may be used in lien 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 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 570-001, B. Establish turf in accordance with Specification 570, Edge Of Any Existing Drop --Off 1112" Min_ I" MaxJ Of New Pavement Width Called For In The Plans (Shoulder Width Plus 2' Minj Z-8" See Pattern Detail 3" Or More Overlay Sod (Avg. Depth I V2") — — __ — __1 Turf Varies, 2' Min. Salvaged Turf And Topsoil '11�Excavated Turf And Topsoil (Gap For Drainage) — Existing Turf And Topsoil To Be Excavated And Replaced With Borrow ---------- SHOULDER OPTION I Drop -Off (/2" Min., I" Max.) Width Called For If. The Plans (Shoulder Width Plus 2Minj Edge Of Any Existing Or New Pavement 2'-8" See Pattern Detail 3" Or More Overlay 3 Sod (Avg. Depth 1I2") Varies, 2' Min, 'q� Turf A'— Borrow Mix To Depth Indicated In Specifications Or Plans ----------------------------------------------- SHOULDER OPTION 2 CRITERIA FOR USING TREATMENT If Project... * is resurfacing or construction of shoulder pavement * is rural of is urban without curb and gutter * resurfacing build-up is 3" or more A SIMILAR TREATMENT MAY BE USED FOR PROJECTS THAT REOUIRE SHOULDER WIDENING. DETAILS ARE TO BE SHOWN IN THE PLANS, FEATURES: 24"' X 3 " X 24" (opera floor) (actual dimensions on drawing) BULK VAULT — SUPER BULK COVER- to 56,000 Ins 1) Galvanized Ring Embedded rack support 2 Lifting slot (per half) 1 Lifting and Fastening Tool (rest shown) 2 Winterized bl Drop slide 1 Yl' X 1 Y" Cover sleight; 105 lbs Fier Half Box Weight:1.5 Ihs Assembly Weight e 369 i s TESTING:PERFORMANCE SH l -3 -10 Fi 20 40100 Ih 17 IC J ® AASHTO M-306-10 H 25 50,00 IV 222.4 AST -457 46,000 ll f 2 5 I ® Eli 125 Class C125 561000 lbf 25 IC I) SUPER BULK Bolt *j Inside Dimensions �Depth i, �3III�I I"'�N 8 7s Lover 19 1/ " [4 Anti -Slip "r t rn 2 each side) r