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HomeMy WebLinkAbout20-200 a D Q .. City of Zephyrhills PERMIT NUMBER .D 5335 Eighth Street Zephyrhills, FL 33542 BGC-000200-2020 Phone: (813)780-0020 Fax: (813)780-0021 Issue Date: 06/03/2020 Permit Type: Building General (Commercial) Property. Number Street Address North Ave&7Th St&12Th St N 0226210080399000000 Ave Owner Information Permit Information Contractor Information Name: Permit Type:Building General(Commerciao Contractor: CREEK ENTERPRISES INC Class of Work:Right of Way Temporary Use Address: Building Valuation: Electrical Valuation: Phone: Mechanical Valuation: Plumbing Valuation: Total Valuation:$0.00 iy Total Fees: Amount Paid: Date Paid: Project Description MISCELLANEOUS SEE DESCRIPTION NORTH AVE-FEE WAIVED Application Fees 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. "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 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. CTOR SIGNATURE PE IT OFFICE PE EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER CITY OF ZEPHYRHILLS-BUILDING DEPARTMENT RIGHT-OF-WAY USE PERMIT DATE: PERMIT* 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 site of the work at all times. PARCEL ID#: O d��rt(e'a I - �O —�qct 00 0©D.. CITY.ROAD: Nt IA, Ave,. LOCATION (Legal Description): Permission is hereby granted to PIA01�r chaky&'X of 6-10C41&SZ For the construction.and maintenance of. ' Vol.,. Subject to Yhe following onditions: 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 leasfone day prior to commencementOf:construction, 3. All materials and equipment shall be subject to Inspection by the City Building Official. 4. During construction all safety.regitlatfons-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 contraction and maintenance work hereunder. It is the responsibility of the pemtittee to???? 5. All private and all City property shall be restored to its original condition as far as practical1ri-the opinion ofthe 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 ofthis permit. This permit is granted with the understanding that the applicant has noted all other utility users in the area.covered by the. 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. a. 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 dghfin said holder. 9. Whenever the City decides to further exploit the.City Rights ofWay,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 Managevin the sum of$ dollars to guarantee'performance of the obligations herein, and to guarantee maintenance of the right-of-way described herein fora periodl'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 Kthe event legal action is required to coltect on said bond. SUBMITTED BY: (PERMITTEE) z. Signature&Title Address APPROVED BY: CITY OF ZEPHYRHILLS Utilities Supervisor !r Public Works Date l2 `�205 AlD OPFNCd�3'_/� -�1sp0 sfCL biSTU�PgEQ �t2 �S Building Dept Date City Manager �cDate rpf CuJtS�Co� s cif tn� 1i ���%. OYIS '�� ,PI��V� ���0.5 eWIGlI l ��ij ,c� Shoulder Pavement Sod I For Flush Shoulder I—Sod Sod Shoulder Pavement Shoulder Pavement _ ' Shoulder Pavement Shoulder Pavement i {I C2 I H(Flush SnlirA I I + •1"'I" I + �I� II li 1 cz cz I I I; p + iI Witt)Curb N I I ' CZ I 1 11W'tn urb CZ I CZ I I I I`�iI I iLKz(Flusn Smdr) �' LI I uJl i I i I I I I I I I I I III � iIII I I t i I I I I I 't l I I I 3 ISO . Oi0i1� ii QiQiI I inl IQ/ ' ❑z i OiUI I C7 I O QIQ C2I IG71 1 I�l`. I t I I I I 1 ` I �l I 1�I I I I I i i I I I !��• ; DIVIDED NARROW MEDIAN WITH OR WITHOUT CURBED MEDIAN DIVIDED WIDE MEDIAN WITH OR WITHOUT CURBED MEDIAN f Concrete Sidewalk Concrete Sidewalk ff�Concrete Sidewalk Concrete Sidewalk Sod -----i �-L- Sod Sod "I + Shoulder Pavement—i I, Shoulder Pavement S—a I_— (_5Sil F Cz I I i— i LEGEND cz ( I I F7i wildflower Group#1 ► i iIi 1811 1� Loc i I I Lac I I i I III it I L� i I j i I I wildflower Group#2 J ' ' u I G Turf(To Limit of Construction) (all_❑ I' 1111I! nn Ii I IIi I pI v I y Ii�q 1 1I l II(l 1 II IV V Or Sod r s SCG Selective Clearing And Grubbing � I LOC Limits Of Construction l I I I I I I I I� I l i I II i Turf UNDIVIDED FLUSH SHOULDER UNDIVIDED CURBED DIVIDED CURBED WILDFLOWER SEEDING RATES Common Name (Botanical Name) fbs/ac #I Group Black-Eyed Susan (Rudbeckia hirta) 2 GENERAL NOTES SEEDING ZONES Lance-Leaf Tickseed (Coreopsis lanceolata) 10 Goldenmane Tickseed (Coreopsis basal is) 10 1.All turf establishment shall be performed meeting the requirements of Specification 570. Leavenworth's Tickseed (Coreopsis leavenworthil) 10 Zane I Fire Wheel (Gai llardia pulchei Ia1 10 2.coverage such as clearing,grading,and excavating that arg disturb one or more acres of laird require coverage under the Generic Permit for Stormwater Discharge from Large and Small Construction Softhair Coneffower (Rudbeckia mollis) 2 Activities from the Florida Department of Environmental Protection,and implementation of appropriate Crimson Clover (Trifolium incarnatum) 15 - pollution prevention measures to minimize erosion and sedimentation and property manage stormwater. 4 #2 Group Annual Phlox (Phlox drummondi i) 10 3.Confirm compatibility of wildflower with Seeding Zones. Q Moss Verbena (Verbena tenuisecta) 6 Zone ll Leavenworth's Trckseed (Coreopsis leavemvorthii) 10 _ Fire Wheel (Gaillardia pulcheila) 10 Crimson Clover (Trlfo)ium incarnatum) Note: Wildflower seeding rates are for restoring impacted wl follower areas. LAST ZO DESCRIPTION: REVISION m FDOT� FY 2019-20 PERMANENT EROSION CONTROL INDEX �I .JE 11101117 W �- STANDARD PLANS 570-001 Low Point Of Sag Sod To Toe Of Front Slope When Algebraic Difference In Roadway Sodding(Overlapped)See Grades Exceeds 4% Overlapped Sod Flume(Below) Shoulder Point (Both Sides) (Both Stele$) 20 100'min. ! 100 Min. - i Shoulder Point --------- Lp ----i -r1 .► 3T Sod Strip __ 4 __♦ i ,./' S Shoulder Pavement ,� Shoulder Point� See Table Below _ Shoulder Point 1g0 For Application JBry1 20• — RURAL UNDIVIDED - Sodding(Overlapped)See���111 Use S Shoulder Pavement And 320 Sod Overlapped Sod Flume Strip When Negative Grade Intersects Shoulder Point (Below)(Boll;Sides) I-Low Point I Positive Grade And Algebraic Difference In �� Shoulder Pavement 50'_ Roadway Grades is 2%Or Greater: When Sod To Toe Of Front Slope When Of Sag Algebraic Difference In Roadway Grades Is ` Algebraic Difference In Roadway Between 1%6 2%Use 3P Sod Strip Only P Shoulder avement-See Table Belo*_For Application. Grades Exceeds 4;5 Same Applies To Low Side On Outside Edge Of Pavement (Both Sides) 100'Min. IOU'hlin. `f For Facifities With Unpaved Shoulder�� r--- — -- ——— -.1—— Shoulder Point / y shoulder Pavement \_ « , �,3 O -► (See Notation Above/ Shoulder Pavement « Divi nc fn Absee Of Shoulder Pavement On Existing --i 2O 1 ————-_ ^ay� Bry ded Roadways,Construct Shoulder Pavement ti r� Same As Above ,�'� � RURAL DIVIDED � y Shoulder Pavement T Shoulder Point Shoulder Point J CRITERIA FOR PAVING SHOULDER ON DIVIDED AND UNDIVIDED FACILITIES Design Speed Degree Of Curve (mph) 50't Note: 30 7°Or Greater Shoulder Pavement is required on all curves B 40 Y Or Greater yr meeting the criteria tabulated. For curves 50 41 Or Greater not meeting the criteria,shoulders are to �{ 60 3'Or Greater be paved where erosion of the shoulder Is r 5'Shoulder Pavement Or 32'Sod Strip(See Notation Above) 55 Y Or Greater evident or anticipated. Roadx•ay Sod, dding(Over/aPpedJ � 70 2°Or Greater SHOULDER AND SLOPE TREATMENT FOR SUPERELEVATED ROADWAYS Shoulder Point— Temporary Berm SECTION AA (Symmetrical About rL) ID 25%Lap 5'Shoulder Pavement Or 32' 0-S Turf _� r Sod Strip(See Notation Above) ,I} v Roadway Sod, Sodding IOveriapped) L Staggered Joints Between NOTES � ( Upper And Lower layers 1. These treatments are applicable to new construction,reconstruction and RRR � "� TRANSVERSE SECTION LONGITUDINAL SECTION projects. or requirements take forpre shoulder pavement and sodding that exceed Shoulder Point___, OVERLAPPED SOD FLUME the SECTION BB 2. For sodding adjacent to ditches and at headwalls,see Index 514-001. (Symmetrical About Q) SHOULDER AND SLOPE TREATMENT IN SAG VERTICAL CURVES 3. All front slopes steeper than 1:3 are to be sodded. TREATMENTS FOR PROTECTION FROM CONCENTRATED ROADWAY RUNOFF EROSION AND SHOULDER RAVELING LAST 0 DESCRIPTION: FY 2019-20 INDEX SHEET BEVIS �, FDOT� PERMANENT EROSION CONTROL 11101117 �^—' STANDARD PLANS 570-001 2 of 2 Z-8"See Pattern Oetall—i TREATMENT 1 TREATMENT 11 It�_-I�_' Drop-Off lh"Min.,t"Max.) 1 1, 1 Drop-Off(y,Min.,I"Max.) Ed 0I Any Existing Width Called For In rho Plans(Shoulder Width Plus Z Mon.l Less Than 3'Overlay Or New Pavement �I1---I —Backf!!1(Excavated Turf and Topsoil) r Z-B'See Pattern Detail 3'Or More Overlay /J------++--�� Sod(Avg.Depth IW? Turf Varies.ZMin. Sod(Avg.Depth I (Depending on asphalt overlay depth may require trenching or borrow under sod to attain the 1' ——___!-� _ _ Salvaged Turf And Topsoil Excavated Tur/And Topsoil — drop at the edge of pavement.) — _____—_ (Gap For Drainage) i i Existing Turf And Topsoil To Be COMPLETED SHOULDER 1 Excavated And Replaced With Borrow CRITERIA FOR USING TREATMENT I Project___ SHOULDER OPTION i • Is resWfacing,widening and resurfacing or construction of shoulder pavement ' • is rural or is urban without curb and gutter • resurfacing buildwp is less than 3" Sod Blocks Shalt Be Placed With Staggered Transverse Joints 1'4" Drop-Off(yV Min-P Max.) 4' Witlth Called For 7n The Plans(Shoulder Width Plus Z Min.) I"IFEdge Of Any Existing i Or New Pavement Edge Of Pavement Z-B"See Pattern Detall PLAN VIEW 3'Or Afore Overlay PATTERN DETAIL Sod(Avg.Depth IV,) Turf Varies,Z Min. Borrow GENERAL NOTES Mix To Depth Indicated 1. Treatment I: In Specifications Or Plans If trenching under sod is necessary to achieve the required DropOff,excavated topsoil is J \\ to be used for rolling 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. SHOULDER OPTION 2 2.Treatment/I: A.Borrow must meet the requirements for a'Select'material in accordance with Index 120-001 CRITERIA FOR USING TREATMENT 1! and Specification 120. Project is resurtacing or construction of shoulder pavement B.Borrow may be used in lieu of excavated turf and topsoil when economically feasible. There is rural or is urban without curb and gutter will be no additional payment for substituting borrow for excavated turf and topsoil. resurfacing build-up is X or more 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 A SIMILAR DETAILS TREATMENT RE SHOWN BE USED THE FOR PROJECTS THAT REQUIRE SHOULDER WIDENING. require coverage under the Generic Permit far Stormwa[er Discharge from Large and Small Construction Activities/rom the Florida Department of Eiwironmenlai Protection,and implementVon 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. S.Establish turf in accordance with Specification 570. LAST C DESCRIPTION: FY 2019-20 INDEX SHEET REVISION h FDOT SHOULDER SODDING AND 11/01/18 �-�-- STANDARD PLANS TURF ON EXISTING FACILITIES 570-010 1 of 1 a a b b Offset zone: _ a,Behind an existing barrier, / b.More than 2 behind the curb, / r Work Area c.1S or more from the edge of travel way. GENERAL NOTES 1.If the work operation(excluding establishing and terminating the work area) requires that two or more 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 rCZ Indexes. SYMBOLS 4.When construction activities encroach an a sidewalk refer to Index 102-660. CONDITIONS ® work Area WHERE ANY VEHICLE,EQUIPMENT, 5.For general TCZ requirements and additional information,refer to Index 102-600. WORKERS AND THEIR ACTIVITIES b Lane Identification+Direction of Traffic ARE BEHIND AN EXISTING BARRIER, MORE THAN 2'BEHIND THE CURB, OR IS'OR MORE FROM THE EDGE OF TRAVEL WAY. R LAST o DESCRIPTION: FY 2019-20 INDEX S:1E.T REVISION �, FDOT� TWO-LANE, TWO-WAY, WORK OL.TI'SHDE SHOULDER. u/o1/n �— STANDARD PLANS 102-601 1 ROAD WORK r END AHEAD ROAD WORK I A -i1T U r� c= I _- A _ 1 8 ■ Taper Length—VIL Work Area r"g ' FFF-------- See Table Il / / ----L ="END Table 11 ROAD rt Taper Length - Shoulder WORK r Oev)ce 5 acing-Ta er Device 5pacrng-Tangent 500' — AHEAD See Table I See Table 1 Speed y3L(ft) I SPEEDING FINES (mph) ,r 10 12 Notes DOUBLED WHEN WORKERS Shldr. Shldr. Shldr. PRESENT 25 1 28 35 42 (-----Table 1 30 40 5O sD Lowsr Device Spacing 35 55 68 82 60 If Max.Distance Between Devices(ft.) 40 1 72 90 107 1 Speed Cones or Type I or Type!! 45 120 150 180 i Barricades or vertical DISTANCE BETWEEN SIGNS (mph) j Tubular Markers I Panels or Drums 50 733 167 200 Spacing(ft.) i Taper Tangent� Taper Tangent 55 147 183 220 Speed A 8 25 25 50 1 25 50 1 60 t 160 200 240 L=WS 40 mph or less 200 200 30[0 45 25 50 30 SD 65 173 217 260 45 mph 350 350 70 f87 733 280 50 mph or greater i 500 I 5_00 50 to 70 25 50 50 700 "Midway between signs. - 8 minimum shoulder width i5L= Length of shoulder taper In feet SYMBOLS GENERAL NOTES DURATION NOTES W= Width of total shoulder in feet [combined paved and unpaved width) Work Area 1.When four or more work vehicles enter the through traffic lanes in a one hour 1.Signs and channeltzing devices may be omitted if all of the period or less(excluding establishing and terminating the work area),the advanced following conditions are met: 5= Posted speed limit(mph) ■ Channellzing Device(See index 102-6001 FLAGGER sign shall be substituted for the WORKERS sign.For location of flaggers a.Work operations are 60 minutes or less. and FLAGGER signs,see Index 102-603. b.Vehicles In the work area have high-intensity,rotating, flashing,oscillating,or strobe lights operating. [b Work Zane Sign 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. b Lane Identification+Direction of Traffic 3.When a side road Intersects the highway within the TIC zone,additional TTC devices shall be placed in accordance with other applicable TCZ Indexes. CONDITIONS 4.For general TCZ requirements and additional information,refer to lndex 102-600. 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. R LAST o DESCRIPTION: FY 2019-20 IN SHEET REVISION _ FD� TWO-LANE, TWO-WAY, WORK ON SHOULDER 71101127 �— STANDARD PLANS 102-602 1 Of 1 C BE ROAD PNEPMED WORK TO STOP Buffer AHEAD Space C B A 4 " I 41 41 a Ole a - -- b D �' Buffer ROAD B C Space ( PREPARED WORK I // TO STOP AHEAD Buffer ROAD eE � TWO-LANE, TWO-WAY Space C WORK PREPARED —�I 43 41 41 AHFAD TO STOP BUFFER SPACE Median Work Area Speed Dist, 1 D (mph) (ft.) 25 755 b — 30 35 250 D D Buffer 40 305 A i B C Space 45 360 + 50 45 ROAD 55 495 VIORK MULTILANE so 570 AHEAD rosraP \ / 65 645 DISTANCE BETWEEN SIGNS GENERAL NOTES Speed Spacing(ft.) 1.This Index does not apply to limited access facilities. (mph) A 8 C 40 or less 200 200 200 2.When a side road intersects the highway within the TTC zone,additional TTC devices shall be placed in SYMBOLS 45 I "0 3So 350 accordance with applicable TCZ Indexes. 50 or greater 500 S00 500 3.Traffic volume or complexity of the roadway may dictate additional devices,signs,flagmen and/or a traffic Work Area control officer. 4.The buffer space may be omitted If there are no sight obstructions to vehicles approaching the Work Zone Sign F)aggerlOfficer for distance equal to the buffer space. Flagger 5.A Flagger may be substituted for a Traffic Control Officer and the BE PREPARED TO STOP sign may be A omitted,when the following conditions are met: Traffic Control Officer a.Speed limit is 45 mph or less. b.No sight obstructions to vehicles approaching the Flagger/Officer for a distance equal to the buffer spate. a Lane Identification 4-Direction of Traffic c.Vehicles in the work area have high-intensity,rotating,flashing,oscillating,or strobe lights operating. CONDITIONS $ 6.On undivided highways the median sign as shown are to be omitted. PLANNED CLOSURE NOT S EXCEEDING S MINUTES. 7.For general TCZ requirements and additional information refer to Index 102-600. LAST g0 DESCRIPTION: REVISION FY 2019-20 INDEX SHEET FDOT TEMPORARY ROADCLOSURE 6 MINUTES OR LESS 11101117 �--• STANDARD PLANS 102-625 1 of 1 GENERAL NOTES: SYMBOLS ® I.When encroaching work requires a sidewalk closure for 60 6.Provide a cross-slope with a maximum value of 0.02 for all temporary walkways. Work Area minutes or greater,provide an alternate pedestrian route, ■ Channelizing Device 7.Maintain temporary walkway surfaces and ramps that are stable,firm,slip-resistant. Work Zane Sign 2.For spacing of vehicular Channelfzing Devices,see applicable and free of any obstructions or hazards such as holes,debris,mud,construction vehicular temporary traffic control Indexes. equipment,and stored material. CA Required Locations For Either Temporary Or Permanent Curb Ramps. 3.Cover or deactivate pedestrian traffic signal dfsplayfs)controlling 8.Remove temporary walkways Immediately after reopening of the sidewalk,unless closed crosswalks, otherwise noted in the Plans. b Lane Identification+Direction of Traffic Pedestrian Longitudinal Channelizing Device(LCD)with 4.For post mounted signs located near or adjacent to a sidewalk, 9.Meet the requirements of Index 522-002 for temporary curb ramps. Mounted Work Zone Sign or seoorate Work Zone Sign maintain a minimum 7'clearance from the bottom of the sign panel to the surface of the sidewalk. 10.Place pedestriaq longitudinal channelizing devices)across the full width of the H Pedestrian Longitudinal Channelizing Device(LCD) closed sidewalk.For temporary walkways,similar to the Sidewalk Diversion, ® 5.Provide a S wide temporary walkway,except where space restrictions place LCOs to delineate both sides of the temporary walkway. Temporary Sidewalk warrant a minimum width of V.Provide a S x 5'passing space for temporary walkways less than S in width at intervals not to 11.For sidewalk diversions,ensure that there is sufficient R1`W for placement of exceed 2001. temporary sidewalk and pedestrian longitudinal channelizing devices. - Il C CA 3M3H SSONO �D OUR ('Al � �� 03SOYJMMM3015 8 � 7 i �� ! � � 03SO10 � a, � I i I Dr=10uR � �,`■ and D p AtlMN1YM NltlM301S M1W { L I RaatLsaDaa 71 N I WDRK NltlM301S twn I aHt AD I I i in SIDEWALK �. CLOSED I to PFDESIRUH WALKWAY b_ b CR I 6�� ■ s ( 27 f N~ I DETOUR arw�a t II sIDEwALxCLOSED I USE OTC HER S&E I i r11F II ROAD �7 ROAD ORK i �tg—t— p7Y i I I AHD AHEAD W � i t7 I Il I AHEAD CROSSWALK CLOSURE AND SIDEWALK DETOUR SIDEWALK DIVERSION PEDESTRIAN DETOUR S _ LAST 20 DESCRIPTION: �, FY 2019-20 INDEX SHEET REVISION FDOTn PEDESTRIAN CONTROL FOR CLOSURE OF SIDEWALKS11101127 �- STANDARD PLANS 102-660 1 Of 1 t ;y. PA TARPON SPRINGS TO ZEPHYRHILLS E 8 w 512 2ND STREET ZEPHYRHILLS, FL 33542 PLANS FOR PROPOSED PROJECT: FIBER OPTIC INSTALLATION MARCH 25TH,2020 NOTE:THE LOCATION OF UNDERGROUND UTILITIES HAVE OT BEEN VERIFIED BY JOB INFORMATION THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR IS RESPONSIBLE FOR HAVING ALL UNDERGROUND UTILITIES APPROVED: LOCATED WITHIN THE LIMITS OF CONSTRUCTION. DATE: JOB# N/A 0 CONTACT LIST UNDERGROUND: EST-2,158'/ACT- southern PROJECT MANAGER: JOHDAVI MICHAE -(989)4(2-8 8 8695 AERIAL: N/A ENGINEER: DAVID KOLANEK-(989)482-8738 TOTAL FIBER: EST.-2,458'I ACT.- PROJECT CONTACT: CARA CURTIS-(251)445-1858 ATTENTION PERMITTING DEPARTMENT VICINITY MAP DIRECTORY 11*ght DWG.NAME DESCRIPTION AIZL AERIAL FIBER LEGEND REFERENCE UNDERGROUND FIBER 324/20 PAGE 11 UNDERGROUND•ALONG NORTH AVE EXISTING 3I24720 PAGE 12 UNDERGROUND-ALONG NORTH AVE IN NORTH ZEPHYRHILLS 3124/20 PAGE13 UNDERGROUND-ALONG NORTH AVE PROJECT LOCATION 3/24120 PAGE 14 UNDERGROUND-ALONG NORTH AVE ,e r vE�S/mIA E 3 @ a p - BEGIN END $ q ..... �4 ..�.r• rnurA r rr rrEn¢ rr u:maa+rt nai w—r IS SOUTH ZEPHYRHILLS CPELOCATION:— VICINITY MAP NORTH ZEPHYRHILLS N u� J _J 2 a N ZephyihiltPalir 9 ' V C1W D,,I1•.=. 3cC,;�r.. ,x.r nre O J a �r Posial Se,vire E 11 BEGIN END r[i�Avr Uw,n Ave 1.o^h nvc. �i •r ,. �� ZAphy!�Lodge. •�i. S SOUTH ZEPHYRHILLS PULL FIBER SPEED EST=620' LIMIT ACT=0 30 DIR.BORE 1-227" EST=620' ACT=0 FOR TRAFFIC CONTROL: SEE FDOT 2019 DESIGN STANDARDS INDEX 102-602,SHEET 1 OF 1 1-2.27"7-WAY MICRO EST=620' ACT=0 288Gt FIBER EST=620' \ \ ACT.0 I 1 I 1 ,I ROW TO EOP I ROW 1 I D d ------- 3-- ROW FSG 4 - l 1 F00 �pG� J 1 NORTH AVE J 'I r —FC/L Egg ES? -------- ---- --- --� -- ---- --- --- ROW ROW—-- \ ,.\ 5934\ 38122 \ \ 38146 END YOKO OF BORE W w Z SZ 2 Oa= CABLE W S = S S 1y�-1 ^ (w7.Q5 m0000�O -22T g C ZeO Y In w 6S� ta.10.61QE.6 HOPE � � � y' Q In Q Z4 s�32w m fY w f 3 fEw a p X-2zm,2 2 2, a of O 00F O w01- OO Of-Grul O Q O O 0 am 0 Z OOa Z O]UN �00 UUM U 3 U3 NW WO w UU3 W so- 0. 6, i M t z• s• 3' 3' 4 BEL W C RAI E 111101'OS D H PE BEL 3W GRAI IE 4' 5' 6' 6' 6• T 7' 8' 8' 9' 9' DEPTH TO BE A MINIMUM OF 36"BELOW GRADE GRAPHIC SCALE Au unUFTYM An ONSSROWNAREAPPROKMATE. wmlmi r KL�OK NOTE: -so o so eRDroR OTORWORKPERFORY FOR ALLLOGi&6 �� ram® ® southern light SOUTHERN LIGHT HAS LOCATED ALL EXISTING UTILITIES. m 512 2ND STREET CONTACT 60UTNERN 116Hf:niti62-1110 Rfs�lrli nor s, uu� ,rvn "++a ZEPHYRHILLS,FL AN EXTENSIVE LOCATE WILL BE PERFORMED PRIOR TO CONSTRUCTION. wre RLY610N3 SO"a nu 1:50e�• PRDLND. N/A MTE 3/u/so SOUTHERN LIGHT WILL MAINTAIN 18"FROM EXISTING UTILITIES. ( IN FEET ) OE%Rff: N/A ENc D.KouxEK p MW. D.KOtANIX NO BACK REAMER REQUIRED DUE TO SIZE OF 4"BIT. I Inch = 50 ft ROUIEmw N/A sR�wm N A MN¢ PAGE 11 PULL FIBER SPEED EST=861' LIMIT ACT=0 30 DIR.BORE 1-227" EST-711' ACT=0 FOR TRAFFIC CONTROL: SEE FOOT 2019 DESIGN STANDARDS INDEX 102-602,SHEET 1 OF 1 1-Z27"7-WAY MICRO EST=711' I Llp� ACT=0 DAY288Gt FIBER 38303EST=861' .H. ACT=028'k38" ROW -— —--—-- 8020 ROW TO EDPtNA I SLACK t —ROW FOG POG t NORTH AVE CIL _ _ _ _ _ _ _ _ _ _ _ _ _ CIL FpG Fp t Egg r Egg ROW / \ _ __ __—__ _—__—__ DNV \ _ _ ROW 5949 �---- / \ END VI81/OF BORE Z ti FIBER J W W 2 O CABLE S D O p Q K Q Q HDPE w a' a o ld 'a o 0 5 °z m rn y c o c 03 0 0V81M o o m w w w o evee g a m e r n r n n r n rrrn r n n n r n 0' 0' 1' 1' 2' Y 3' 3' 6' JBGMkOE RO OS D HIDPE EL W RA E 4, 5' S' 6' 6' 7' T 8' 8' 9' 9' DEPTH TO BE A MINIMUM OF 36"BELOW GRADE GRAPHIC SCALE ALLII1RIfY LOCATON3 BNOWN ARE APPROKIIUiE IefpEpld RiRS®tIOK 19��1'll}��I NOTE' CONTMCMRIBRFaPONBIeLEFORALLIOCAY2l0. �� � ® southern �ght -50 0 50 PRIORI'O ANY WORK PERFORATED. q Y 512 2ND STREET SOUTHERN LIGHT HAS LOCATED ALL EXISTING UTILITIES. w,anwr�M.. « .+ ,.+ , CONYAMBOUT RN UGNT:28t.882.11F0 y tWA , �' ,,,,., 2EPHYRNILLS,FL AN EXTENSIVE LOCATE WILL BE PERFORMED PRIOR TO CONSTRUCTION. DAM' PpAs s �t,,r _1:50 PRaoLRD- N/A GAT' 3/24/20 SOUTHERN LIGHT WILL MAINTAIN 18"FROM EXISTING UTILITIES. ( IN FEET) W REF. N/A ENG D.KOIMRK WMBY: D.KOIANEK NO BACK REAMER REQUIRED DUE TO SIZE OF 4"BIT. 1 inch = 50 ft ROU E5 J6L N A R ucEGwv N/A m m PAGE 12 PULL FIBER SPEED EST=589' LIMIT ACT=0 30 DIR.BORE 1.2.27" EST=589' ACT=0 FOR TRAFFIC CONTROL: -SEE FDOT 2019 DESIGN STANDARDS INDEX 102-602,SHEET 1 OF 1 1.2.27"7-WAY MICRO EST=589' I I ACT=0 F I 288Ct FIBER Dgi� N EST-589' BO =~ DIW ACT=0 38425DAV D/W I ' �I DIW 6005 I I D/W 30435 38325 38401 ROW TOEOPI D J -- -ROW REOW F E O F OP G CIL — — — _ — NORTH AVE — — — — C1L UP '0 ROW --------- --� ------- -- ---------ROW En V19W OF BORE W W j W J J j a y9�9�O r; a-ao rz r S > O ra r IFIBER W a L m - =& p -z2rOPE I ��O 1 1 f a z t� LO uu ru Au 90 3 o�u ao I- S U) o 0 00� a o m N D CON Lou O WN 3W N 0 0 N W WUOON O OD + g +++++ + Y rm- nn � n nn �n rO1- r°1. n m mmawom m `m oNo m m 0' 0' 1' 1' 3' 3' 4' B*OV4G4DE I P ROP:)SEDHDOE BE OW GPADE 4, S. S' 6' EF 6' T 7' 8' 8' 9' 9' DEPTH TO BE A MINIMUM OF 36"BELOW GRADE GRAPHIC SCALE All UTMUnNYLOCATIOI.IM0LEFGR APPRo%RU7E. raWwrncDoOum ® s®utherrt light 01=11>Q�gig " NOTE' COMMCTORi9 RE6PONSIDIE FOR ALL LOCAIiNG. Hmc YD 9Wl lm -50 0 `� PRIOR70ANYWORKPrRFORNE0. ®®r p 5122ND STREET SOUTHERN LIGHT HAS LOCATED ALL EXISTING UTILITIES. CONTAC76oVf M LIGW'.25TEDbt1F0 "^y"�" m®" w, d s�q,. ;, .: :.w�,�. ZEPHYRHILLS,FL AN EXTENSIVE LOCATE WILL BE PERFORMED PRIOR TO CONSTRUCTION. DATE AtvmOxs srA a use wmixC N/A are 3/24/20 SOUTHERN LIGHT WILL MAINTAIN 18"FROM EXISTING UTILITIES. ( IN FEET ) ,NDaREP-- N/A END: D.KOUNEK WMBY: D.KOIANEK NO BACK REAMER REQUIRED DUE TO SIZE OF V'BIT. I inch = 50 & ROVESMELL N/A 19MEMW N/A VMND PACE 13 PULL FIBER SPEED EST=388' LIMIT ACT=0 30 DIR.BORE 1-227" EST=238' ACT=0 FOR TRAFFIC CONTROL' SEE FOOT 2019 DESIGN STANDARDS INDEX 102-602,SHEET 1 OF 1 1-227"7-WAY MICRO EST=238' ACT=0 I 288ct FIBER EST-388' PL H.H. I I ACT=0 I I I 40'k28"x36" ROW TO EDP + I 15O'SLACK DIW 1 DIW / ROW 38435 7 8003 ROW---- - -- •L EOP EDP T-11 NORTH AVECIL — ai CIL EOP EDP ROW - —ROW END VIEW OF BORE _r Z W F FIBER CABLE J J O 0 LLI i a m o zzT L1 ! W Op0 >~ p0 S HOPE lz Q Q >a awW Q IUO: n ¢o a zz a¢ W zm ; 2z u z Sf C1 Q O N¢-00 �R O O F¢- imp p d O)00 O W WL1N m m m mmm � m mmm a0 0' 0' 1' 1' 2' 2' 3' 3' 4, B O G DE P OP SE HD E EL W RA E 4' 5' 5' 6' 6' T 7' 8' 8' 9'DEPTH TO BE A MINIMUM OF 36"BELOW GRADE 9' GRAPHIC SCALE ALL UIILRY LOCATIONS SHOWN ARE ARo1RYATE. YIm11m Yffimo�00 NOTE: DONYRACTORISREBPONSIBLEFDRALL LOCAliN0. ° '�'�1091Wm ® southern light 1�9�811Q�411 -50 0 50 PRNIRTOANYWORKPERFORMED. u®�rrw 5122ND STREET SOUTHERN LIGHT HAS LOCATED ALL EXISTING UTILITIES. Yn YnYRM mmR n 1 n.ns,r. couracr solrtNFnx ucxr:zs+�sanrB ,,,,.",y�. ,o.:�r� sw..,� ,m>e..�d.....,ar. ZEPHYRMLLS,FL AN EXTENSIVE LOCATE WILL BE PERFORMED PRIOR TO CONSTRUCTION. ate; �� SCALE ,f 1:sG '�'ma.Nm N/A w1E s/24/20 SOUTHERN LIGHT WILL MAINTAIN 18"FROM EXISTING UTILITIES. IN FEET ) INMREF.: N/A ENO. D.KOIANEK MAMBY: D.KOLANDL NO BACK REAMER REQUIRED DUE TO SIZE OF 4"BIT.. t inch = 50 it RCN EBG 0t A SNCEMO: N/A DNGNO PAGE 14