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Home My WebLink About20-198 _ f D -,y Q City of Zephyrhills PERMIT NUMBER 5335 Eighth Street Zephyrhills, FL 33542 BGC-000198-2020 Phone: (813) 780-0020 • Fax: (813)780-0021 Issue Date: 06/03/2020 \ Permit Type: Building General (Commercial) Property Number Street Address 6Th Ave&2Nd St&7Th St Nw 1126210010399000000 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: V Total Valuation:$0.00 Total Fees: l �D Amount Paid: 1 Date Paid: Project Description MISCELLANEOUS DESCRIPTION 6TH 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. CONTRACTOR SIGNATURE PE IT OFFICE IT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER CITY OF ZEPHYRHILLS=BUILDING DEPARTIVIENT 'RIGWQF WAY.USE PERMIT060 ] DATE: a PERMIT#: v -- - --- No constri+ction'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 shoWng the complete scope of the proposed work in tripticate_to the office of the Building Official for approval prior to the commencement of any work: A copy of..this permit is tc be kept readily avaifable at the site of the work at:all times. d PARCEL ID#: ltl ' 4��.b � OC "0.4tC CITY ROAD. ttveY%Q ko LOCATION (Legal Description): N.W t A,r E.r. 1", Permission is hereby.granted to' r<tr� of ce C e For the construction and maintenance of: L ""C -1" "OF, dvc . t, XJL r �o w,►,}� tilts rna;mil. .- ti2a' C(?�:t C �+�� 04 Subjecf o-the following conditions: T� 1. The constructionand makenance.of such.utility shall not interferemith the property and rights of a prior occupant. 2. All work shalt be done in keeping with the standards of the City Streets Department and under the supervision of the City Building Official,who, 11 be notified;at least one day prior to commencement of.construction. 3. All materials-and equipment shall be subject to irispbetionby the City Building-caffictal., 4. During coristroction all safety`regutations of the Department of Transportation shall be observed and the City shall be:relieyed of all•responsibility from damage of any nature arising from this permit. Subject to the tame terms and conditions,the permit holder may take such safety measures, including placing and display of caution signs,as ft may deem necessary in conduct of construction and maintenance work hereunder.: It is the responsibility of the pemiittee to???? 5. AU private and at1:City proper[y.shall be restored to.its original condition. 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 installationshalt 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 b} prior installations as a result of his operations in order that they maysafe guard their interests. 8.. it is eiipressiy 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 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 elate of this permit,the City shall.have the right to compiate 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(9)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. S06MITTED BY: (PERMITTEE) Signature&Title Address x6v ' Gv� APPROVED BY. CITY OF ZEPHYRHILLS Utilities Supervisor Date Public Works Date v2_M AY2�."A1 04m cui F-Sob 44_x.0r.S"T��ep eplfS Building Dept Date City Manager Date �^"af cvveS V_L)r ffcksQ {? rv, CL k,t) no Mt PULL FIBER . SPEED EST-642' . . " LIMB ACT-0 30 DIR BORE 1.2.27" EST-642• ACT-0 FOR TRAFFIC CONTROL:' ' SEE FOOT 2019 DESIGN STANDARDS ' INDEX 102-602,SH£EC-1 OF 1 EST MAY MICRO _W�r Sa ACT m.0 yy 288ct FIBEREST 1 1 DIW m 6a2'6 8 I 1 38030' DAY 1 I( 38121 ROW TO EDP ROW- _ 2 ---- -^ ----- ROW EDP 6TH AYE Op EOP r Q T w EDP ROW� DMiTF __-_'-" ROW 5141 y SFID VDM OF JI F:8 K z LE � HOPE .Wi W a g. w rc ^�j0` w O O p CI �yGpi ♦W �Wyf 0 Cy O O W v o S �i di tP n+� c�a wa+R a* rn 0' 0' 1 � 2' 2• 3' 7 4' BE 0 GODS OP SE H E' I MEL E a• 5' S• 6 6 7• 7' 8' g 8•DEPTH TO BE A MINIMUM OF 38•BELOW GRADE T. GRAPHIC SCALE u.�unury�nunaNe eewwu naE APPRoneuTE. rnrua ne rm�ou +. NOTE: - WNTR"UORdRESP6N8R FMALLUXAMN6. •�ovNriunuuMrc. @�.southern:t�gh 9e�SlFmI�1i1 SOUTHERN LIGHT.HAS LOCATED ALL EXISTING UTILITIES. -S0 C PRMP.TOANYWORKPERFf)RMER tr ��r 512 2NO STREET CONTACTSOUMMMUCM`.] .M.11ro py+ mw �.� �a;ti ... d ZEPHYRHILL'$FL AN EXTENSIVE LOCATE WILL BE PERFORMED PRIOR TO CONSTRUCTION. are WAS= ME u" "w " wm um v" NIA�CAM 3 xA m SOUTHERN LIGHT WILL MAINTAIN 1S-FROMWEXISTING UTILITIES. ( 1N FEET) umrxsff: N A EUO .0.KDWIDC mwvxer 0.KOUMrK' NO BACK REAMER REQUIRED DUE TO SIZE OF.4"BIT. 1 inch 50 fL. Rw Eso$N x A sxxEays x A Ma, PAGE 2 PULL FIBER, SPEED EST.='860• . LIMB ACT-0 - 30 DIP.BORE 1-2.27" EST=71W ACT=0 FOR TRAFFIC CONTROL: SEE FOOT 2010 DESIGN STANDARDS INDEX 102-602,SHEET 1 OF 1 L2- AYY MICRO f f I'f RL4 V3 1ROW TO EOP SD/W 40"K28"K36" 38245 [4 ROW _ t60'SLACK -- -- -- — _..".— ---_— ROW EDP t~n EDP EDP Y 6THAVE o . EDP ROW. -------- :�'♦ —__ __'— ROW f + 1 r z_ F16ER n CABLE W W _22r OM S OO HOPE a ow A a 'e a�2 d$ y 2 a u• n o.QQ C ..l D Opp m W W N; G Ca 0 6 96 W Eli g av a 0' o' T r . q, B O O DE 'Roi,osi p H PE BELIWGRADE 4, 5' 3' 41 6• 6• r 9' $• 8. r DEPTH TO BE A MINIMUM OF 36"BELOW GRADE GRAPHIC SCALE Atl B7IDfY IDCAnONR BIKIPM M2APPROXIYai6. ar�,mw a ne mc�Oc • S' eOUTRAc,aR®REBPONSHMEMRALLiOCAMM _� ..- ,' southern fight NOTE:. so. 0 60 PRMTOW NRXPERPCRM. araoaorao[ua r...: H g, == S ET 111.1- SOUTHERN LIGHT HAS LOCATED ALL EXISTING UTILITIES. coxlacreouaH6RR ucxrasumt+rs a.aR :;'.''" . ' , x, 2EPHYRHILLS,FL AN EXTENSIVE LOCATE WILL BE PERFORMED PRIOR TO CONSTRUCTION. w RtV 9px9 sruE t 60 •nRa xo:u N A wnB 3 24/20 SOUTHERN LIGHT WILL MAINTAIN 16"FROM EXISTING UTILITIES. ( III FEET) xosxxs: R/A' Lac B.KOLMIX oMwxer. B.KOLARD' NO SACK REAMER REQUIRED DUE TO SIZE OF 4"BIT. i inch 50 it: RaUfE8q QA: A VMM— 1t A avaxo PACE 3 PULL FIBER SPEED EST=8ST ' LIMB. ACT.0 ' 30 .. OIR.BORE 1.227' EST=70T ACT=0 W j j yl V 7 WAY MICRO EST- Ics EST 707' ACT-0 FOR TRAFFIC CONTROL' .f f F i 200=SSTR SEE FOOT 2019 DESIGN STANDARDS I d ACT=0' INDEX 102-602,SHEET 1 OF 1 I DAV i (" 9254 s ROWT EOP ROW— ROW --t a a EDP .,.r,.•,..•,. r;,..•r.,. h=:' y EDP _. GTH AVE m ti PL.N.H. EOP m 40"x28 160'SLACKACK EDP ' ROW--- -- r ROW DM 5230 —--—— • 52443 in 1 m m YM OF Baas da N J' CABLE 00. Z277 1 J O Q YS Q Q r G -1 j HOPE 4K > a WQm OOOotp 0{ip O} N anp a 09 I 3XO N M Am � � W0. N N N 0' a. 1' 1, 7 9. 3 3. BaOV4GR4ME.I P�OPC SED HOP BEL IWO IRA E 4, 4' _ 6' 8' T I LA r 8' 9, 9: INTO BE A MINIMUM OF 39"BELOW GRADE „ ALL unurvLWAlroxeaxawx ARE avrnowwrE. ..dwrrrm.mrm * T@r!®llmi®BII —._ COMIACiOKWRK8FQN5letEFOxALILOCATW2m. �,. southern:light NOTE' -90 a 6a PAx+KmAxr»vxx PERFORrEti. �>maermr araQxmr 5122ND STREET SOUTHERN LIGHT HAS LOCATED ALL EXISTING 11TICITtES. � � coxrAmsotm ewr uaxr mist ttra. "mr „s,,.,, "s. ti�' �H,`; ZEPWRMIU,FL AN EXTENSIVE LOCATE WILL BE PERFORMED PRIOR TO CONSTRUCTION. MBE REIVW swe ro.xm x/A are 3/24/20 SOUTHERN LIGHT WILL MAINTAIN 18".FROM EXISTING UTILITIES. ( ]N FEE ')' lwwc r/A = .a KOLAxrx CALMM O.KOLMIX NO BACK REAMER REQUIRED DUE TO SIZE OF r BIT. 1-inch— 50 tL aourrsa M A snxEO O N/A &=M PACE l i r Shoulder Pavement Sod For Flush Shoulder Sod Sod Shoulder Pavement r^• �..I;...— Shoulder Pavement Shoulder Pavement_ ---i _11 t—Shoulder Pavement pp1 )+h,I I Wi I j Kz rP�. msn shl'rA� I I• -'I� I ! ! +{I I I �.1L _cz cz I I I ; I ! I Vlith cur bT'I ++1 Cz I t i S CZ ' i I If l wRh 'a 6 CZ I I 11 .^11 CZ I I I I t CZ 4Ji I Ill? I( f I ' �Z(Flush Shldrl j r �CIDrt Q j� 01011 ! �I Q ! Q I I I1 I 1��-11 bi0 ' C ❑/ � QIQII C2I IC]I I ❑ ❑ I ; 1 ; � I r l � I l i i I ❑ 1 1 1� �I i Imo'--.� ! I� i i i i I 1 ❑ y177,11 DIVIDED NARROW MEDIAN WITH OR WITHOUT CURBED MEDIAN DIVIDED WIDE MEDIAN WITH OR WITHOUT CURBED MEDIAN Concrete Sidewalk Shoulder Paveme Sod Shoulder Pavement Concrete Sidewalk Concrete Sidewalk ��Sod Sod�I"�W Concrete Sidewalk I CZ i �� ! Cz � LEGEND = • t Wildflower Group#1 LGc�; ;ram--�o I �z Wildflower Group tt2 I I ! I I Cl i I i I i I I� I ( I I 2 I ! ! r 6 '! Turf'(ro Limit of construction) �I Q t 11I11 f7 ( Q I I i i { n i n I I Q i I p ! It 1 u Q ! Q I SGG Selective Clearing And Grubbing t V V V I V V Or Sodl 3) L oc Limits Of Construction z l 1 I I 1 I I I I II I t 1 I 1 i I I Turf UNDIVIDED FLUSH SHOULDER UNDIVIDED CURBED DIVIDED CURBED WILDFLOWER SEEDING-RATES Common Name (Botanical Name) Ibs/a #1 Group Olack-Eyed Susan (Rudbeckia hirta) 2 GENERAL NOTES SEEDING ZONES Lance-Leaf Tickseed (Coreopsis lanceolata) 10 Goldenmane Tickseed (Coreops(s basalis) 10 1.All turf establishment shall be performed meeting the requirements of Specification 570. Leavenworth's Tickseed (Coreopsis leavenworthil) 10 Zone! Fire Wheel (Gaillardia pulchella) 10 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 Softhair Conefl ower (Rudbeckia m 11is) 2 Activities from the Florida Department of Environmental Protection,and implementation of appropriate Crimson Clover (Trifol ium incarnat um) 15 pollution prevention measures to minimize erosion and sedimentation and property manage stormwater. 4 82 Group Annual Phlox (Phlox drumnandi i) 10 3.Confirm compatibility of wildflower with Seeding Zones. Q Zone II Moss Verbena (Verbena tenui sects) 6 Leavenworth's Tickseed (Coreopsis leavenworthiil 10 M Fire Wheel (Gaillardia putchella) 10 _ Crimson Clover (Trifolium incarnatum) 15 Note: Wildflower seeding rates are for restoring R impacted wl l or lower areas. LAST ZO DESCRIPTION: REVISION FY 2OI9-2O INDEX SHEET 11101/v W Firma T STANDARD PLANS I'R R R R®S IION CONTROL _ m 570-00I I of 2 Low Point Of Sag Sod To Toe Or Front Slope When Algebraic Difference In Roadway Sodding(Overlapped)See Grades Exceeds 4% Overlapped Sod Flume(Below) Shoulder Point (Both Sides) (Both Sides) 201 /Or)'Min. lOD Min, �2D� Shoulder Point Li _3P Sod Strip 4 ♦ � ' " 5'Shoulder Pavement y A Shoulder Poinl See Table Below Shoulder Point �1 l j80 For Application 4 180, ----- -----' — — 11U F' za RURAL UNDIVIDED Sodding(Overlapped)See -Use 5'Shoulder Pavement And 32-Sod Overlapped Sod Flume Strip When Negative Grade Intersects Shoulder Point (Below)(Both Sides) to,Point I SD_ I positive Grade And Algebraic Difference In �_ — Shoulder Pavemp,�t I Roadway Grades Is 2%Or Greater: When �. Sod r Toe Of Front Slope When Of Sag i- - J ` Algebraic Difference In Roadway Grades Is i f Algebraic Difference In Roadway i �.. 4'Shoulder avement-See Table Hefow For Application. Between 7°d 6 796 Use 37'Sod Strip Only i Same Applies To Low Side On Outside Ede Of Pavement Grades Exceeds 446 i ➢P g (Both Sides) l0o'Min. 100'Ni_ n. _ For Facilities With Unpaved Shoulders. ——————�Shoulder Point _.--- -�— Shoulder Pavement « , ` 3% .~► (See Notation Above) 30p 1 Shoulder Pavement !n Absence Of Shoulder Pavement On Existing 8� Divided Roadways,Construct Shoulder Pavement Same As Above y �► RURAL DIVIDED Shoulder Pavement y I Shoulder Point J �. Shoulder Point J CRITERIA FOR PAVING SHOULDER ON DIVIDED AND UNDIVIDED FACILITIES i Design Speed Degree Of Curve (mph) 50't Note: 30 71 Or Greater Shoulder Pavement is required on all curves 40 51 Or Greater meeting the criteria tabulated. For curves 50 41 Or Greater not meeting the criteria,shoulders are to 4 60 X Or Greater be paved where erosion of the shoulder Is 5'Shoulder Pavement Or 32'Sod Strip(See Notation Above) 65 3'Or Greater 1 evident or anticipated. Roadway Sod, Sodding(Overla➢ped�� 70 2'Or Greater I SHOULDER AND SLOPE TREATMENT FOR SUPERELEVATED ROADWAYS Shoulder Point Temporary Berm SECTION AA (Symmetrical About Q) la 25%Lap Turf 5'Shoulder Pavement Or 32' O.S. -! Sod Strip(See Notation Above) j t Roadway I Sod Sodding(Overlapped) .L Staggered Joints Between NOTES Upper And Lower Layers i !. These treatments are applicable to new construction,reconstruction and RRR TRANSVERSE SECTION LONGITUDINAL SECTION projects. Project requirements for shoulder pavement and sodding that exceed shoulder Point OVERLAPPED SOD FLUME the limits of this standard take precedence. SECTION B8 2. For sodding adjacent to ditches and at heodwa0s,see Index 524-00). (Symmetrical About Q) 3. All front slopes steeper than 1:3 are to be sodded. SHOULDER AND SLOPE TREATMENT IN SAG VERTICAL CURVES TREATMENTS FOR PROTECTION FROM CONCENTRATED ROADWAY RUNOFF EROSION AND SHOULDER RAVELING LAST 2 DESCRIPTION: REVISION 0 FY 2019-20 NDEX SHEET FOOT PERMANENT E ROS IION CONTROL 17/Ol/17 L .rrT- STANDARD PLANS T;0-001 2 Of 2 7-O'See Pattern Detail-, TREATMENT 1 TREATMENT 11 j�_,,,' Drop-Off(h•Min.,1"Max.) t Drop-Off( Min.,I"Max.) Edge Of Any Existing Vi• less Than 3'Overlay 1 Width Called For In The Plans(Shoulder Width Plus 7 Min.) I Or New Pavement A/ /--Backfiil(Excavated Turf and Topsoil) 't �, (�7-6'See Pattern Detail r 3"Or More Overlay I �` Sod(Avg.Depth IW) Turf Varles.7 Alin. 1 I Sod(Avg.Depth I ) (Depending on asphalt overlay depth may require trenching or borrow under sod to attain the I' _ Salvaged Turf And Topsoil Excavated Turf And Topsoil —J drop at the edge of pavement.) ___ _— (Gap Fori ralnagel I Existing Turf And Topsoil To Be j COMPLETED SHOULDER I Excavated And Replaced With Borrow M CRITERIA FOR USING TREATMENT I Project___ SHOULDER OPTION 1 • Is resurfacing,widening and resurfacing or construction of shoulder pavement is rural or 1s urban without curb and gutter • resurfacing build-up is less than 3" Sod Blocks Shall Placed With Staggered 1'-4" Transverse Joints Drop-Off(I/;Min..I`Max.) io t Width Called For In The Plans(Shoulder Width Plus 7 611n.) Edge Of Any Existing t or New Pavement Edge Of Pavement r--Z-B'See Pattern Detail PLAN VIEW 3"Or More Overlay PATTERN DETAIL Sod(Avg.Depth 1Vr") �( Turf Varies,7 Min. Borrow GENERAL NOTES I Mix To Depth Indicated In Specifications Or Plans 1. Treatment I. 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. SHOULDER OPTION 2 2.Treatment Il: A.Borrow must meet the requirements for a"Select"material in accordance with Index 120-001 CRITERIA FOR USING TREATMENT 11 and Specif(catlon 120. Protect • is resurfacing of construction of shoulder pavement S.Borrow may be used In lieu of excavated turf and topsoil when economically feasible. There • 1I 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 3"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 excavates that will disturb one or more acres of land A SIMILAR TREATMENT MAY BE USED FOR PROJECTS THAT REQUIRE 514OULDER WIDENING. require coverage under the Generic Permit for Stormwater Discharge from Large and Small DETAILS ARE TO BE SHOWN IN THE PLANS. Construction Activities from the Florida Department or 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 seedtag rates prescribed for permanent wildflower a2 Group shown by table on Index 570-001. B.Establish turf In accordance with Specification 570. LAST 2� DESCRIPTION: 1Y 2019-20 INDEX SHEET REVISION toFF�DS HOUI.DEIi SODDING AND 1110111s STANDARD PLANS TURF ON EXIISTIINC FAC7CI.IITIIES 570-010 ]of 1 b b Offset zone: a.Behind an existing barrier, b.More than Z behind the curb, Work Area / c.18 or more from the edge of travel way. GENERAL NOTES 1.If the work operation(excluding establishing and terminating the work area) requires that hvo 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 rTC devices shall be placed in accordance with other applicable TCZ Indexes. SYMBOLS 4.When construction activities encroach on a sidewalk refer to Index 102-660, CONDITIONS ® work Area WHERE ANY VEHICLE,EQUIPMENT, S.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 Y BEHIND THE CURB, OR 15'OR MORE FROM THE EDGE OF TRAVEL WAY. q -�T 0 DESCRIPTION: REVfS10N w FY 2019-20 INDEX SHEET FDOTZ TWO-LANE, TWO-WAY, WORK OUTSIDE SHOULDER i1/OI/17 W �-• STANDARD PLANS 102-601 1 of 1 - a ROAD WORK r END AHEAD BROAD WORK \t -- i A q ■ ■ ■ ■ ■ • ■ • ■ ■ ■ ■ 1 ■ • ■ • / / t^ A � 8 Taper Length=45L _/ Work See Table 11 / 1_ =E7D Table (I ROAD f { Taper Length - Shoulder WORK J/ t..�_D—e_vi_ce Spacing-Taper .I4.—Dev—ice—S acing-Tangent Soo- � 1 See Table i I See Table I YxL(ft) AHEAD SPEEDING FINES (mphSp�d) g I 10' 12' Notes ObURLED WREN WORKERS SMdr. S I'dr. Shldr. PRESENT 25 28 35 42 Table 1 30 400 50 60 L=WS, Device Spacing 5 55 68 82 60 It— Max.Distance Between Oevtces(ft.) 40 j 72 90 107 Speed Cones or Type I or Type 11 45 120 750 180 Barricades or Vertical (mph) Tubular Markers 50 #4 ' 167 200 DISTANCE BETWEEN SIGNS I Panels or Drums P65 s B3zzoSpeed Spacing(ft.1 ` —_—�,Tapperr Tangent Taper Tangentp I B 25 25 50 25 50 0 200 240 L=WS 40 mph or less 200 200 30 to d5 25 50 30 50 173 217 260 45 mph 500 1 500 50 to 70 25 50 50 )00 70 187 233 280 50 mph or greater 500 500 `Midway between signs. B minimum shoulder width y%= 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 7.Signs and channellzing devices may be omitted if all of the period or less(excluding establishing and terminating the work area),the advanced following conditions are met: S= Posted speed limit(mph) ■ CAanneflzing Device(See Index 702-6001 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. Work Zone 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. c=t> Lane Identification+Direction of Traffic 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. CONDITIONS 4.For general TCZ requirements and additional information,refer to Index 102-6DO. WHERE ANY VEHICLE,EQUIPMENT, WORKERS OR THEIR ACTIVITIES ENCROACH THE AREA CLOSER THAN 15'BUT NOT CLOSER THAN Z TO THE EDGE OF TRAVEL WAY. LAST IZI DESCRIPTION: REVISION FY 2019-20 INDEX SHEET REVISION g F�� STANDARD PLANS TWO-LANE, TRIO-WAY, WORK ON SHOUL DER 102402 10f 1 BE ROAD PREPARED WORK TO 6TOP AHEAD Buffer pace, ace C 8 A a �// a - Work Are ----- � (� (p Q' Buffer BE ROAD A B C Spate PREPARED WORK TO STOP AHEAD 1ROAD Buffer WORKV-5 �+ TWO-LANE, TWO-WAY spaces B � AHEAD n a WWW a BUFFER SPACE / 41 r Pledian Work Area Speed Dist, D 0 (mphl (ft.) 25 155 b b - 30 200 35 250 0 A D 8 D C Buffer f 40 305 Space 45 360 50 425 ROAD BE 55 495 WORK PREPARED AHEAD TosroP MULTILANE 60 570 65 645 DISTANCE BETWEEJ11ft.) GENERAL NOTES Speed Sp 1.This Index does not apply to limited access facilities. (mph) A40 or less 2002.When a side road intersects the highway within the ITC zone,additional TTC devices shall be placed in SYMBOLS 45 350 accordance with applicable TCZ indexes. 50 or greater 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 Flagger/Officer 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: �!r^u1y 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 space. b Lane Identification+Direction of Traffic C.Vehicles in the work area have lugh-intensity,rotating,flashing,oscillating,or strobe lights operating. CONDITIONS S 6.On undivided highways the median sign as shown are to be omitted. PLANNED CLOSURE NOT EXCEEDING 5 MINUTES. ° 7.For general TCZ requirements and additional information refer to Index 102-600. LAST a DESCRIPTION: RE LAST FDOT� FY 2019-20 TEMPORARY ROAM) CLOSURE b MINUTES OR LESS INDEX sNEEr 11101117 W �— STANDARD PLANS 102-625 I of] a GENERAL NOTES: SYMBOLS ® work Area 1.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. minutes or greater,provide an alternate pedestrian route. ■ Channelizing Device 7.Maintain temporary walkway surfaces and ramps that are stable,firm,slip-reslstant. (p work Zone Sign 2.For spacing of vehicular Channelizing 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. CR Required Locations For Either Temporary Or Permanent Curb Ramps. 3,Cover or deactivate pedestrian traffic signal displayfs)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 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 ZoneeSig Pedestrian Longitudinalig Channelizing Devicen or seoara[e Work Zoonene with maintain a minimum T clearance from the bottom of the sign Sign panel to the surface of the sidewalk. 10.Place pedestrian longitudinal channelizing device(s)across the full width of the H Pedestrian Longitudinal Channelizing Device tLCD) closed sidewalk.For temporary walkways,similar to the Sidewalk Diversion, ® Temporary Sidewalk 5.Provide a 5'wide temporary walkway,except where space restrictions place LCDs to delineate both sides of the temporary walkway. warrant a minimum width of 41.Provide a 5'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 R1W for placement of exceed 20d. temporary sidewalk and pedestrian longitudinal cbannelizing devices. li it a CR 32flH SS02A �j DETCIUR Dtl3FN � ( D3SOlO MlVM3013 taJ s I �_ � i I � � NldM301S � I{ I 3 z Y !2 I ROAD I 43501.7 WORK ; I �1VM301S rqo o AHEAD o tL, i i I I I j10 I j I SIDEWALK CLOSED I pWALKWIAN wN)avav b b CR I ry i 8 ( DETOUR 7—I;P i — La I SIDEWALK CLOSED USEtE OTHER S� i f I /fl • b 4 `R wD � Q ROAD AHEAD AHEAD o I AHEAD CROSSWALK CLOSURE AND SIDEWALK DETOUR SIDEWALK DIVERSION PEDESTRIAN DETOUR LAST JZDESCRIPTION: REVISION FY 2019-20 INDEX SHEET FDOTT PEDESTRIAN CONTROL FOR CLOSURE OF SIDEWALKS 11101117 ��-- STANDARD PLANS 102-660 1 of 1 TARPON SPRINGS TO ZEPHYRHILLS E 8 512 2ND STREET ZEPHYRHILLS, FL 33542 PLANS FOR PROPOSED PROJECT: FIBER OPTIC INSTALLATION MARCH 25TH,2020 NOTE:THE LOCATION OF UNDERGROUND JOB INFORMATION UTILITIES HAVE NOT BEEN VERIFIED BY THE OWNER OR ITS REPRESENTATIVE THE CONTRACTOR IS RESPONSIBLE FOR UNDERGROUNDHAVING ALL UTILITIES APPROVED: LOCATED WITHIN THE LIMITS OF CONSTRUCTION. DATE: JOB# N/A 0 CONTACT LIST UNDERGROUND: EST-3,939'/ACT- PROJECT MANAGER: JOHN MICHAEL HALLEY-(251)753-8695 AERIAL: NIA ENGINEER: DAVID KOLANEK-(989)482-8738 TOTAL FIBER: EST.-4,389'/ACT.- southern PROJECT CONTACT: CARA CURTIS-(251)445-1858 ATTENTION PERMITTING DEPARTMENT VICINITY MAP DIRECTORY light DWG.NAME DESCRIPTION AS-BUIL AERIAL FIBER LEGEND REFERENCE UNDERGROUND FIBER 32420 PAGES UNDERGROUND-ALONG 7TH ST EXISTING �N NORTH ZEPHYRHILLS 32420 PAGER UNDERGROUND-ALONG 7TH ST 324120 PAGE7 UNDERGROUND-ALONG 7TH ST PROJECT LOCATION 324120 PAGES UNDERGROUND-ALONG 7TH ST END - 32420 PAGE9 UNDERGROUND-ALONG 7TH ST ;1-ro 32420 PAGE 10 UNDERGROUND-ALONG 7TH ST � .n..r.m!�l�G [ty.ttWr. �;Y Y vfx+mrl � Lasvnlr[ B E rxU� rer rrsr I3 SOU7H ZEPHYRHILLS cPe LocAnoN:nz VICINITY MAP 1 NORTH ZEPHYRHILLS IN END J �"'ua�>'•J'f lJryrlir.=v¢. Nw1h a-Ve Nwlh bve NorlF+tre y g ?ephy.lodge N IJUJIety+ R. 6 J +. 1' el x LL rr^^ rl �h a : `,,. • � EpiG'cgpLl fl,uich, �_ .�Gc,rx)'ir;jrrlvtfpn�P4�2, w U w P O '.� a" ...:.x f'' `•• RB S'tewurl Middle School Beak of kmer+e..�'r:ilh'X'3 r�•nlna.-r,.'t c!�re - >st z�chyrmns ,entury School Duvr I3tii t�C�+y.>.uslPiiad^� ,com 'a "p yihlll:+ . 'i Puhllc brary • 1� _ `, +.t. � St..Joseph�+ =- Catholic Church _ rBEGiNPC ,y _ '.;F.%. .r:,,a 4+)nj15 i�afgo 6rulk,�,+�r'•, S SOUTH ZEPHYRHILLS PULL FIBER SPEED EST=659' LIMB ACT=0 30 DIR.BORE 1.2.27" EST=659' ACT=0 FOR TRAFFIC CONTROL: SEE FOOT 2019 DESIGN STANDARDS INDEX 102-602,SHEET 1 OF 1 I W I m _ DW DIW ROW 5350 5350 tN EOP FOG---- - - - - - - EOP 7TH ST + +i FOG 16 t •.v EDP- ROW -� .'� rF ,t ROW 5 ROW TO EOP I DIW Oat 54211.2.27'7-�Y Ml RO 5338 I �. w r ACT.0 59, I I END ViEll OF BORE ' 288ct FIBER • EST-659' \ Z ACT-0 s FIBER CABLE to L HDPE a J a a 0 P ZQ~ O O z �y J Y Y z �❑Q{ R� Q z ZQO LL,W L" W Q O mo Q Q o O>= o C O�y YO zQ Q O2 >x g Q Q fW7 o. z �Li o:a �� o<o: z s w 0 4 <z 00 a �d oaPo $ as 0 a a o zz m (a'A O O y y 0 y L7f.1 a� 0 0 U 3+Y W W 33 U 3 O c U W v+iw m wwnr. t. ww m m m m N N N N N N LWV N N NN M. N N NNNN N NN N N N N N 0' 0' 1' 1' 2' 2' 3' RO OS D H WE EL W RA E 3' 4' EL W D 4' s' s 6' 8' T 7' 8' 8' 9. DEPTH TO BE A MINIMUM OF 36"BELOW GRADE GRAPHIC SCALE ALL UTHM LOCATIONS sHGWN ARE APPRD:SMATE. rmAto r TI0 oacoot 9' CONTMCTORMRESPONSIBLEFORALLLOCATIMG. rl�fA1m�Dl'tl lm ® COuthNr�,light ��11 NOTE: -so 0 50 pRWR10 ANY wORK P6 F0RxE0. n®®�soLur �I �A mmi STREET SOUTHERN LIGHT HAS LOCATED ALL EXISTING UTILITIES. WWTACTSOH RNM ut.An-ttto NP,r•"�"��" 1„� yy� �',�ea,�, ZEPHVRHILL$,FL AN EXTENSIVE LOCATE WILL BE PERFORMED PRIOR TO CONSTRUCTION. mm. �� scA . AL t3D��1 LRO-_ KOIAN/A IMM 3/24/20 SOUTHERN LIGHT WILL MAINTAIN 18"FROM EXISTING UTILITIES. ( IN FEET ) xCIXREF N/A ENG D. MX oR+x W D.KOIANDI NO BACK REAMER REQUIRED DUE TO SIZE OF 4"BIT. I inch = 50 ft RW ESa aL: N A s 1 mvS N/A m1GNo PAGE 5 PULL FIBER SPEED EST=722' LIMIT ACT=0 30 DIR BORE 1-2.27" EST=722' ACT=0 FOR TRAFFIC CONTROL: SEE FDOT 2019 DESIGN STANDARDS '- INDEX 102.602,SHEET 1 OF 1 I 7. I IW D/W DAY ROW _ 0 __—__ 5506 5518 E - -- ROW FOG EOP 7TH ST ' _ FOG —CIL EOP' 5 P EDP ROW ---- U!W -ROW vl I 5434 ROW TO EDP I 6 DAY I Q I I ,'•, 5512 1.2 27"7-WAY MICRO I �J m EST=722' I C ACT-0 .` r 268c1 FIBER I I END V19W OF BOBS EST=72V � ACT=0 z FIBE � CABLE f F QQ 2 -z.zr LLI a K W W a' HOPE a rs x¢ ¢ S ¢rs 2« w ? w w Y cc Y w Ir to j a Q ID a a Q >I-' a a ?ate I- p m w w a~i 3 03 3 3 w °w 3 3 of 3 03 w +O m m a wm ua++ + {a� w m mm a I-m Cl l'1 1'1 t'1 l�J Zf�9 M M Ip9 v City M M 0. 1' 1' 2' 2' 3' 3' B B O G DE RO OS D H SE EL W RA E 4, 5' 5' 6' 6' 7' T B' 8' 9 DEPTH TO BE A MINIMUM OF 36"BELOW GRADE GRAPHIC SCALE 9' ALL UIILRY LOCATIOPLI9HOYM AREAPPROIONATE If®YIDlY1161pmRR NOTE: CONE CMRISRE5PON510LEWBALLI-0GNIf. ® southern light -50 D bD PRIpR 7O ANY WORK PExPDR `D. u ®s ca• 5122ND STREET SOUTHERN LIGHT HAS LOCATED ALL EXISTING UTILITIES. eoNrAer6DunERNUDNr:a,�sa„ro ..R.nmmm m®D p s F� eiye +:o•�:.+m_,a, AN EXTENSIVE LOCATE WILL BE PERFORMED PRIOR TO CONSTRUCTION. m w.^up ,, *... • 2EPHYRNIUS,FL 24/20 SOUTHERN LIGHT WILL MAINTAIN 18"FROM EXISTING UTILITIES. ( IN FEET ) �re R 0N9 INMRM N0 •+PR 1 N/A m. - s/OTE IN1F%RFF� N/A ENG D.KOIAND( WUNTJ BY: D.KOLANEK NO BACK REAMER REQUIRED DUE TO SIZE OF 4"BIT. 1 inch = 50 tL R ESCHM. N/A 111EVM--- H A ", PAGE 6 PULL FIBER SPEED EST=870' LIMIT ACT=0 30 DIR.BORE 1-2.27" EST=720' ACT=0 FOR TRAFFIC CONTROL: SEE FOOT 2019 DESIGN STANDARDS INDEX 102-602,SHEET 1 OF 1 DIW DIW 5518 DIN DIW 5542 5554 5610 D/W ROW --- -- -- - -------- -- - 5932--------------- ROW FSG_ EDP CIL— I L.H.H. — — 7TH ST — — t FOG "Y28".1a6" — — — — CIL a ] D t ROW-1i I I a -- ------- - --- ---- I y - ---------- —_____ ROW .. 650 5 ROW TO EDP W P > �7 � � I 1-227"7-WAY MICRO I Q I r I EST=720' ACT=0 • S FIBER EST= Sx9 VIEW OF sOxe ACT=0 CABLE F Ilif w zsr Z m p HOPE O KQ = w> _ z a �yDe c bew u°1 um; F a a JJf D.f LL f `r O W QQ O-0O J a Q QQQ O< O < O z m w Y + : : ++ Y n eo n .� o veaaa a v a 0 0, 1' 1' 2' 2' 3' 3' 4' B O G DE RO OS D H PE EL W RA E 4, 5' 5' 6' 6' 7' T 8' 8' 9' 9' DEPTH TO BE A MINIMUM OF 36"BELOW GRADE GRAPHIC SCALE ALLOtw TOR IS PONS1OWNARE APPROKDAAiE N,R, ® southern light CRIOR TOANYWOERPDRORMED.R ALL LfN:ATING i� w NOTE: -so 0 50 PRK R7YI ARY WORK PERFORNED. SOUTHERN LIGHT HAS LOCATED ALL EXISTING UTILITIES. 1e�,,� ,"e m� ,, .,,,�,,,a, 512 2ND STREET CONTACT 60UTRERN 116HT:]51.aBx•117D Qyp� yu +o.cl Fl.vn cvaci=c trsr.nt""•.v.".ras ZEPNYRNILL9,FL AN EXTENSIVE LOCATE WILL BE PERFORMED PRIOR TO CONSTRUCTION. DATE REVRW S NwE �I= 1•F ND. N/A�DATE 3/2a/to SOUTHERN LIGHT WILL MAINTAIN 18"FROM EXISTING UTILITIES. IN FEET ) I O Rg..: N/A M D.KOIANEK DRAMSY: D.KOWOK NO BACK REAMER REQUIRED DUE TO SIZE OF 4"BIT. I inch = 50 fL ROMSO t, N/A sPucEwm: N/A W. PAGE I 1. PULL FIBER SPEED _ EST=723' LIMIT ACT=0 30 DIR.BORE 1-2.2r EST=723' ACT=0 FOR TRAFFIC CONTROL: SEE FOOT 2019 DESIGN STANDARDS INDEX 102-802,SHEET 1 OF 1 cs ycJ�„ y 1 I C DNV WIN DIW __—________ 5720 __ ___5734__ 5734 ROW -Op ----- ----- ROW F EOP 7TH STEIN FOG POD- .•n ROW --------- ---- ------- --�- -- -------- -- ROW ° 1-2.27-7-WAY MICRO 38225 NIA 5740 5740./1� 5740 I EST=723' �7 I < ACT-0 ROW TO EDP (• 288c FIBER g ^ EST=723' ACT=0 END VWV OF BORE z FIBER CABLE WO W S W = H PE L7-400 Q } Y Z 2Y } } Y I :<>1 >-ru zY 2Y Z W z MON. f 2 n�M Z w Z f a oZ ZZ Z tWy-w-� f- w Q<F00 0QQ a O 3 rc �Q rc O i In mew Rim ; 0 0 O 0 0 0 0 0 03 0 0 O w pro ap m♦♦n� e� �NY�. o N �n omp w m_♦ �opoeem we m m ++Nmll+l u+i �++ < O d e m q + of p + N 0. 1' 1 2, 2. 3' 3' B O G WE RO OS D H PE EL W RA E 4, S. S 6' 8' 7• 7 8' 8' 9'DEPTH TO BE A MINIMUM OF 36"BELOW GRADE GRAPHIC SCALE ALLUi1LRY L MON°BH AREAPPRGMKATE. NIOt m N m W011DD 9' NOTE: _� O COMMCTORISR PON BLEFORALLLOCATINO. t��o ® n light PRIOR TO ANY WORK PERFORMED. souther v 512 2ND STREET SOUTHERN LIGHT HAS LOCATED ALL EXISTING UTILITIES. eoxrAer°ou�xenxuBNr:ss��ez�n° „ ,, ,,,n o° s";�; ;' _, gyl�M AN EXTENSIVE LOCATE WILL BE PERFORMED PRIOR TO CONSTRUCTION. M E REV Bm8 sraE.r.w s 1:50 wax° °.N/A MM 3/24/20 SOUTHERN LIGHT WILL MAINTAIN 18"FROM EXISTING UTILITIES- ( IN FEET) PDaM, N/A RJ7 D.KOLANEK ona M. D.KOLAKIN NO BACK REAMER REQUIRED DUE TO SIZE OF 4"BIT. I inch = 50 IL RONESC EEL: N/A 1svrED,vB N/A MM PACE S PULL FIBER SPEED EST=871' LIMB _ ACT=0 30 DIR.BORE 1.2.27" EST=721' .. ACT=0 FOR TRAFFIC CONTROL: SEE FDOT 2019 DESIGN STANDARDS INDINDEX102-602,SHEET 1 OF 1 I I r° DNv I I °^" � °m R ___ 573 - 38108 _� �___________ 5935 ROW EOW— FOG_ E CIL Op + - TTH ST F G — — — _ _ FCILG rm ..� :•.s 2 ' EOP o... .... .a.... . ..,,., Mbd ROW -- --------- -- --- --- I -------- -- ----,. — — --- •"ROW + P 150'SLACC L.H.H. + + ++ 40"A28 ROW TO EDP w DM .0DIW ACK I Q I 5904 �, 5906 I 2 I 1.2.27"7-WAY MICRO EST-721' ACT=0 7 288ct FIBER EST=871' ACT=0 END VISIT OF BORE WulWW W WW J Z J 2J J 2 9 w 2 Z = go Q= '4C: z Q 2> 2 n FIBER CAS E 2 S W W V 1-227' 2W? f NAB Ka W O Q Q g MOPE 00 O aF O Q-- QC' QO m u 3i d uw gw in u0 0 ;may o 0 ;w + 'a+ 5 ++ + �' t pig N N INFI{ N YIN N YIN N Nf N Nit N N AN 0' . . • • , ,, , • i 9, 1' 1' 2' 2' 3' 3' 4' B O G DE RO OS D H PE BEL W RA E 4' 5' 5' 6' 8' 7' TIL T 0' B' 9'DEPTH TO BE A MINIMUM OF 36"BELOW GRADE GRAPHIC SCALE _ 9• ALL IITILIIY LACA'TION99NOWFORALPROAwATE MImINOtlRtl OOOIIM ® southern light NOTE: _50 0 CON FACTORq RESPON6 BLEEORALLLOCAIMG <6RN �a PRIOR Ib ANY WORN PERFORtlE0. q qa®Y ticl[q tl 512 2ND STREET SOUTHERN LIGHT HAS LOCATED ALL EXISTING UTILITIES. n.r.nitlurAmT91 mllm9 sl.ux.nro.m=a+orr.+xa. CONTACT 601/TTIERN 40M:]S+E6S•11T0 gp�yay, vor c�Ta�, sv tooc.0odvv.�;iccw...wuu.i.var ZEPHYRNILLS,FL AN EXTENSIVE LOCATE WILL BE PERFORMED PRIOR TO CONSTRUCTION. a E REva GNs bae .R I1W HOLNO: N/A M E 3/24/20 SOUTHERN LIGHT WILL MAINTAIN 7B"FROM EXISTING UTILITIES. IN FEET ) NDEx REF: N/A ENG: D.NOIANFlf 9RAWNB: D.KOIAl1IX NO BACK REAMER REQUIRED DUE TO SIZE OF 4"BIT. 1 inch = 50 fL ROUTE SO E l: N A sPucE»vc A ' NO PAGE 9 PULL FIBER SPEED EST-S44' LIMIT ACT=0 30 DIR.BORE 1-227" EST=394' ACT=0 FOR TRAFFIC CONTROL: SEE FOOT 2019 DESIGN STANDARDS INDEX 102-602,SHEET 1 OF 1 Orw 5935 38038 93J-P ROW . .. .... .. ... ..-- .. ---------- -- EOP F06— CIL — _ 7TH ST t �?� r OG IL ROW -- -- -- ---- ------- - 'l ROW TO EDP 4 -- ROW �® PL.H.H. 590 6906 6 16 SLACK END V19W P BORE 1-2.27"74VAY MICRO / EST=394' / -Q, ACT=0 l 288ct FIBER EST=644' FIBER ACT.0 " cAe�E NDPP ZQ �N PE C J K wo nO w i z z O a a w 'D,3ag O♦AO♦ �fOp Qd N V® N A IWD p� TOE T tl� + 0• D• 1' 1' 2' 2' 3' LAA 3' 4' B O G DE PR OS D PE EL G D 4, 5' 5' 6' 6' 7' 7' 8' 8' 9' 9' DEPTH TO BE A MINIMUM OF 36"BELOW GRADE GRAPHIC SCALE ALL UILLITY LOCA71aN NSIBLE ARE APiNOX1YUTE .�ma■nm.®m • NOTE COORUCTORWRE6PONSINLEFONALLIOGTN6 ■ItOtiYIYIDNIYLq ® southern O PKINNTN ANY WNRK PERiNKNEO. wm®ram® 5122ND STREET SOUTHERN LIGHT HAS LOCATED ALL EXISTING UTILITIES. cNNrAersourxeaNuoNr:ss,aez,no .-t^� � a," ="p AN EXTENSIVE LOCATE WILL BE PERFORMED PRIOR TO CONSTRUCTION. Q—,W. "_' 6u �„"� " �. zEPxvRwus, FL SOUTHERN LIGHT WILL MAINTAIN 16"FROM EXISTING UTILITIES. IN FEET ) p°E pmsmsEwE 1:50 P a ND. N/A wre a/xa.120 __ iFR-REF: N/A ENN: D.KOIANEK ORAWNBY: D.KOLANEK NO BACK REAMER REQUIRED DUE TO SIZE OF 4"BIT. I inch= 50 1L R0YIES0 N/A 8"EMN: N/A Daa Na PAGE 10