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HomeMy WebLinkAbout21-1691 City of Zephyrhills PERMIT NUMBER 5335 Eighth Street Zephyrhills, FL 33542 BGC-001691-2021 Phone: (813)780-0020 Fax: (813)780-0021 Issue Date: 03/22/2021 Permit Type: Building General (Commercial) Property.Number Street Address 04 26 21 0000 00100 0053 IDescription Simons Rd 04 26 21 0000 00100 0052 04 26 21 0010 12E Owner Information Permit Information Contractor Information Name: SMITH CATTLE&GROVES,INC Permit Type:Building General(Commercial) Contractor: LENNAR HOMES LLC Class of Work:Right of Way Temporary Use Address: Po Box 1536 Building Valuation: ZEPHYRHILLS,FL 33539-1536 Electrical Valuation: Phone: Mechanical Valuation: Plumbing Valuation: Total Valuation:$0.00 Total Fees: v Amount Paid: Date Paid: 0141 2,-( Project Description MIS SEE DESCRIPTION SIMONS RD-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. __�ri 17JA CONTRACTOR SIG�AT RE PE IT OFFICE PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER LINCKS & ASSOCIATES, INC. Engineers Planners March 11, 2021 Jackie Boggs City of Zephyrhills - Building Department 5335 8Th Street Zephyrhills, FL 33542 RE: ROW Permit Application Project: Traffic Signal - Simons Road @ Eiland Blvd Lincks Project No. 19061 Dear Ms. Boggs, Please accept for review is our request for a Right of Way Use permit for Simons Road @ Eiland Blvd. Enclosed are the following: • Right-of-way Use Permit Application Two Sets of Construction Plans • Stormwater Tabulations with Basin Maps • Traffic Analysis If you have any questions or if additional information is required, please do not hesitate to contact me at ddesilet(aD-lincks.com or (813) 841-3050. LINCKS &ASSOCIATES, INC. ,David W. Desilet, P.E. Senior Project Manager 5023 West Laurel Street: Tampa,FL 33607 813 289 0039 Telephone 813 287'0674 Telefax www.Lineks.com Website' CITY OF ZEPHYRHILLS — BUILDING DEPARTMENT RIGHT-OF-WAY USE PERMIT (� DATE: March—IJ, 2021 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 the site of the work at all times. PARCEL ID#: 04-26-21-0000-00100-0053 & CITY ROAD Simons Rd 04-26-21-0010-12600-0020 LOCATION (Legal Description): See attached Legal descriptions. Permission is hereby granted to Parker Hirons of Lennar Homes, LLC For the construction and maintenance of: The addition of a Traffic Signal and associated intersection Improvements at Simons Rd & Eiland Blvd Subject to the following conditions: 1. The construction and maintenance of such utility shall not interfere with the property and rights of a prior occupant. 2. All work shall be done in keeping with the standards of the City Streets Department and under the supervision of the City Building Official,who will be notified at least one day prior to commencement of construction. 3. All materials and equipment shall be subject to inspection by the City Building Official. 4. During construction all safety regulations of the Department of Transportation shall be observed and the City shall be relieved of all responsibility from damage,of any nature arising from this permit.Subject to the same terms and conditions,the permit holder may take such safety measures, including placing and display of caution signs, as it may deem necessary in conduct of construction and maintenance work hereunder. It is the responsibility of the permittee to???? 5. All private and all City property shall be restored to its original condition as far as practical in the opinion of the City Building Official. 6. All underground crossing installations shall be laid at such depth as may be specified by the City Building Official. 7. The sketch covering the details of this installation shall be made a part of this permit. This permit is granted with the understanding that the applicant has notified all other utility users in the area covered by the permit and takes full responsibility for any damage incurred by prior installations as a result of his operations in order that they may safe guard their interests. 8. It is expressly stipulated that this permit is a license for permissive use only and that the placing of facilities upon public property pursuant to this permit shall not operate to create or to vest any property right in said holder. 9. Whenever the City decides to further exploit the City Rights of Way,any or all said poles,wires,pipes,cables,or other facilities and appurtenances authorized hereunder,shall be immediately removed from said Rights of Way,or reset or relocated thereon as required by the City Building Official at the expense of the holder of this permit. 10. The holder shall save and keep the City harmless from any and all damages, claims, or injuries that may occur by reason of the construction, maintenance,and operation of said facility. 11. The holder shall complete the requestedwork within days or this permit shall become null and void. In the event the work requested is not completed upon the expiration date of this permit,the City shall have the right to complete such work and to charge the holder of the permit for all costs incurred in completed said work. 12. The holder shall post a cash or surety bond with the City Manager in the sum of$ dollars to guarantee performance of the obligations herein,.and to guarantee maintenance of the right-of-way described herein for a period of one (1) year following completion of the requested installation. In the event a surety bond is posted,the surety bond shall be made payable to the City and shall obligate the surety to hold the City harmless in the event the holder of this permit should fail to meet any of its obligations hereunder.The bond shall also indemnify the City for all court costs and reasonable attorneys fees in the event legal action is required to collect on said bond. SUBMITTED BY: (PERMITTEE) Parker Hirons of Lennar Homes, LLC (Director of Land Development) Signature&Title w- David W. Desilet(EOR) for Parker Hirons Address 4600 W Cypress St. T a FI 44607 8 3-574t5858 tP APPROVED B : J � CITY OF ZE�PHYRHILLSJ� yy� Utilities Supervisor Date > AF eaU C� -rope 541J LL- I J 7—j tFy P,6K1,6FAJTS . PublicWor Date ��m �Zr P� 9So�•5sv aN 4e-rlVl F/a, rY Building Dept Date C` GUEST—SIDE .252/WRI4Y City Manager Date CUTS 141.41aal & —A4K1 �r | | _—.—'m=rnxuPT88PNT , / � ' ' \ COMATSVVCOROF5E1/4OFNE1/4OF SEC THSO2DG34' 22"VVALGVVBDYOFE1/4OF SEC 4b9.34 \ FT FOR PO8THS89DGS2' 14"E3O.U3FTMOLTHSO2DG 34' 2J"VV PARALLEL WITH VV8DYOFE1/4 ' OF SEC 2O36.1OFTMOLT[...] . . ZEPHYRHILLS COLONY COMPANY LANDS PB 1 PG 55 PART OF TRACT 126 DESC AS BEG AT A POINT 15.00FT WEST OFSECDRUF'SVV1/4OF5E1/40F SECTION 4TH WEST 310.00FTTH NORTH 31O.8O FTTH EAST 210.UOFTTHSO[...] ` it a is as ial in, iot .all Dns ,led oity ,oU ' ACCESS MANAGEMENT ANALYSIS ABBOTT SQUARE Prepared For LENNAR HOMES Prepared By LINCKS & ASSOCIATES, INC. Engineers - Planners Tampa, Florida i ( , ACCESS MANAGEMENT ANALYSIS ABBOTT SQUARE Prepared For LENNAR HOMES I - Prepared By LINCKS &ASSOCIATES, INC. 5023.West Laurel Street Tampa, Florida 33607 813-289-0039 State of Florida Authorization No. EB0004638 March, 2021 Project No. 19061 P:E. P. 51555 Date _ LINCKS. & ASSOCIATES, INC. TABLE OF CONTENTS Page Introduction ......................................................................................................................1 TripGeneration ................................................................................................................1 Project Traffic Distribution ................................................................................................1 Budgeted Improvements..................................................................................................4 BackgroundTraffic...........................................................................................................4 Intersection Analysis ........................................................................................................8 Access Recommendations ............................................................................................13 Appendix LIST OF TABLES 1 Project Trip Generation 2 Estimated Intersection Level of Service (Signalized) .............................................. 12 3 Access Recommendations...................................................................................... 14 LIST OF FIGURES 1 Project Location......................................................................................................... 2 2 Project Traffic ............................................................................................................ 5 3 Existing Traffic........................................................................................................... 6 4 Redistributed Existing Traffic..................................................................................... 7 5 Peak Season Traffic.............................................................................................. 9 6 2028 Background Traffic..................................................................................... 10 7 2028 Background Plus Project Traffic................................................................. 11 8 Intersection Improvements.................................................................................. 15 LINCKS & ASSOCIATES, INC. INTRODUCTION The purpose of this report is to provide the Access Management Analysis for the proposed development located north of Eiland Boulevard and west of Simons Road in the City of Zephyrhills, Florida as shown in Figure 1. The property is proposed to be developed for the following land uses: • 429 Single Family Homes • 286 Townhomes The access for the project is proposed to be via two (2) full accesses to Simons Road. Lennar has entered into a Development Agreement with the City of Zephyrhills to provide a southbound right turn lane and signalize the intersection of Eiland Boulevard and Simons Road in conjunction with the development of the project. This analysis will evaluate the subject intersection in conjunction with the right of way use permit. TRIP GENERATION The trip generation utilized in this report was estimated based on data contained in the ITE Trip Generation Manual, 10th Edition, 2017. As shown in Table 1, the project is estimated to generate 6,091 daily trip ends. During the AM peak hour, the project is estimated to generate 438 trip ends with 107 inbound and 331 outbound, and during the PM peak hour, the project is estimated to generate 561 trip ends with 354 inbound and 207 outbound. PROJECT TRAFFIC DISTRIBUTION The distribution of the project traffic was estimated based on the Tampa Bay Regional 1 LINCKS & ASSOCIATES, INC. „j PIR- e�NonAslde Dr Y •�8�y1' ¢I I �Southside AvHa ^ 33 32 MPth Peak ES St ql� - Price Dr 34 Oak 4 3 Con N e Av. Ck 90NfJ E St _ St C f! + I-(.. Mand -f v Q latnel AMB v Tn'6al Sunshine„ Rd t srshine v yG _ Dana Pth 5 - T Av�� EI Av G _ Qv�.,,� O I Il� v gyres a Av ��,�,T�25S tin Smith Rd _,_ _#.ace.,-•� N~ j If �,, Imo/ rEm C O 'I '` �6,'r� �l IEM ZPROJECT ��-__�I �,11' 8L � o Tat HIDDEN Fpwbr CREEK LVER OAKS - COUNTCOUNTRYU ; CLUB SI GOLF nacc HIDDEN CREEK v----- _ ` "OAKS GOLF (COUNTRY 3 fs A cc: CLUB 5 4Lyn OM EILAN Geiger Deer Crer J ->smo $ A I ER S r '¢a J y t Gteenbe Ct A5 S 2 n L&I* v Ay -rr Av CmE r Av Cs .S J, 3 n7vra v CI AM h Of 3 v Oa ct 251 $ N brook -Or IDmela Av'^ Ialmta C b Ioganpmy U _VljbL441� Cen ry ice Dina A .,,)a�..�'-( 10 v Eun Eu „ ” a �.O Dalebr^ak AvB nnr 9 BE�M1IAR $ o� HRIbtoOk v �. �j, - o ;i Ifa ACRES(GO. $ a U _ CLB La E 8 ADETTcPARK .e LX Rill Aster Dr eus ^ Ni Dr Gekw 8d^a Ar I,C TNdene '� AV '� AV q „„ FJTeM Av = s t .1 D or n B„Ia Av Ka v Gra v Graa Av Cara Av Ct 36000 5„b C mw8th 2 QV San RATor, ul „5 Sllk =t Sardra v y R e 4 Or In _ to to Av Fern=_ Av A YI'1 Wk1<CL w Teakwood nut Av r -�'¢ M�a Q MOO �oph' Dr " O In lrpn a S T Dr . 5 re G (� B Y THa E van Monroe A ug a Betio Ct B L t 2 r sa R 6 2n G dragon N 1n 5 Ct q DrIn „ Dr 4 b Nkrnar 5 a Dr Bsnm R N s N Or Pin DrT r Ln aCw P lUl ¢ Smg u 1 1 Demes v 17 $ N I. Dr Mona § DibrL r Or Ind -- tsmo .Chem Dr Wa�InJ-Der Au 16 Hg�u�gh tl Drx 15 -- S . rbad Ln o $ 8 ¢ Estelle .gE s May s $ !Henderson c Somers � - tasdord E a Lacey Ln Rd ftw or Av Av FIGURE 1 PROJECT LOCATION 2 LINCKS & ASSOCIATES, INC. r T. TABLE 1 90 y PROJECT TRIP GENERATION (1) H O n .aj AM Peak Hour PM Peak Hour H ITE Daily Trip Trip ends Trip Ends Land.Use LUC Size Ends In Out Total In Out Total n Single Family 210 429 DU's 3,970 77 232 309 259 152 411 Townhomes 220 286 DU's 2,121 30 99 129 95 55 150 6,091 107 331 438 354 207 561 (1)Source: ITE Trip Generation Manual, 10th Edition, 2017. c,� i Planning Model. Figure 2 illustrates the AM and PM hour project traffic on the adjacent roadways. BUDGETED IMPROVEMENTS According to the City of Zephyrhills, Simons Road from Shelby Lynn Way to Fort King Road is proposed to be paved in 2021. According to the Pasco County Capital Improvement Plan (CIP) and FDOT Work Program, there are no capacity adding improvement budgeted for construction in the vicinity of the project. BACKGROUND TRAFFIC The background traffic utilized in this report was calculated as follows: 1) AM peak hour (7:00 AM to 9:00 AM) and PM peak hour (4:00 PM to 6:00 PM) turning movement counts were conducted at the following intersections: a) Eiland Boulevard and Simons Road b) Daughtery Road and Simons Road Figure 3 illustrates the existing traffic. 2) The existing traffic was redistributed assuming a diversion of traffic to Simons Road as a result of the proposed extension of Simons Road to Fort King Road in 2021. See Appendix of this report for redistribution of the traffic. Figure 4 illustrated the redistributed existing traffic. 3) Redistributed existing traffic was adjusted to peak season utilizing the FDOT Peak Season Adjustment Factors for Pasco County. -A\ . 4 LINCKS & ASSOCIATES, INC. LEGEND 12/23 = AM/PM PEAK HOUR TRAFFIC r c 0 z m N l A 34/21 —� 39/25\ h t� W- M M \\fn d1 M -o B � 101/63 1 T Fn 157/98 -z CO N °' co co Q in L 23/75 EILAND BLVD. 0/0 41/135 1 0/0 FIGURE 2 PROJECT TRAFFIC 5 LINCKS & ASSOCIATES, INC. LEGEND 12/23 = AM/PM PEAK HOUR TRAFFIC c C C Z a- 130/320 �9g 10/17 v i I r DAUGHTERY RD. 0 z 0 2 Ln N L 5/7 OLAND BLVD. .1 b 671/1060 39/45 958/865 FIGURE 3 EXISTING TRAFFIC g L-I LINCKS & ASSOCIATES, INC. LESS 12/23 = AM/PM PEAK HOUR TRAFFIC c_ c 0 z 130/320 44/65 DAUGHTERY RD. iA rh m m tD tp ci w n N L 5/7 OLAND BLVD. .1 b 585/941 145/145 849/765 FIGURE 4 REDISTRIBUTED EXISTING TRAFFIC 7 --AA \.LINCKS & ASSOCIATES, INC. I Figure 5 illustrates the peak season traffic. 4) A 1% annual growth rate was used to factor the peak season traffic to the buildout year of 2028. 5) The project traffic associated with The Oaks at Pasco and links of Silver Oaks were added to the volumes in #4 as background traffic. See Appendix for the project traffic for these projects. Figure 6 illustrates the 2028 background traffic and Figure 7 illustrates the 2028 background plus project traffic. INTERSECTION ANALYSIS Intersection analysis .was conducted for the AM and PM peak hours for the intersection of Eiland Boulevard and Simons Road. Table 2 provides the results for the signalized intersection analysis. Eiland Boulevard and Simons Road This intersection is currently unsignalized. As stated previously, the following improvements are proposed for the intersection: • Southbound Right Turn Lane • Signalization With these improvements, the intersection will operate at an acceptable Level of Service with the 2028 background plus project traffic, as shown in Table 2. AL 8 LINCKS & ASSOCIATES, INC. LEA 12/23 = AM/PM PEAK HOUR TRAFFIC c 0 z 139/342 Ze0�7 f- 47/70 i I r DAUGHTERY RD. oN �n K ZN O m m BLAND BLVD. .1 b 5/7 /1007 158/155 1 908/818 FIGURE 5 PEAK SEASON TRAFFIC 9 LINCKS & ASSOCIATES, INC. LEGEND 12/23 = AM/PM PEAK HOUR TRAFFIC c c 0 z C Or N z O 2 N�0,�N t— 13/32 EILAND BLVD. .1 b 676/1088 184/211 —? 981/883 —+ FIGURE 8 2028 BACKGROUND TRAFFIC JA AN L 10 LINCKS & ASSOCIATES, INC. LEGEND 12/23 = AM/PM PEAK HOUR TRAFFIC w c O Z T w �N -- A 34/21 T 39/25 " n c co Z Q N N M 20/13 1 ♦— 0/0 B —30/20 THE OAKS 101/63 `� j AT PASCO 0/0 _' co�inDRWY. 157/98 4iz c m �o� rn N O t M" t- 36/107 BLAND BLVD. d b 676/1088 225/346 1 -- 981/883 —► FIGURE 7 2028 BACKGROUND PLUS PROJECT TRAFFIC 11 - LINCKS & ASSOCIATES, INC. 1" Z n N 90 a H TABLE 2 O A a ESTIMATED INTERSECTION M LEVEL OF SERVICE N (SIGNALIZED) Z O 2028 Background Plus Project Traffic Intersection Period LOS Delay Eiland Blvd and AM B 18.4 Simons Rd PM C 32.7 N ACCESS RECOMMENDATIONS The recommendations included in this report are based on a field review of the site, the proposed site plan and the Access Management Analysis. The lengths of the left and right turn lanes were determined based on the FDOT Standard Plans Index 711-001. The access recommendations are summarized in Table 3 and are described in the following paragraphs: Eiland Boulevard and Simons Road Simons Road has full access to Eiland Boulevard. There are existing approximately 150 foot eastbound left turn lane and 320 foot westbound right turn lane. Eiland Boulevard is a three lane roadway with a two way left turn lane west on Eiland Boulevard. It is recommended the existing pavement marking be modified, as shown in Figure 8. The westbound right turn lane cannot be extended due to the Florida Medical Center access. Also, it is recommended a 420 foot southbound right turn lane be provided. JA AN L 13 LINCKS & ASSOCIATES, INC. i I I 1 TABLE 3 H 90 ACCESS RECOMMENDATIONS a OTurn Lane Queue Deceleration Total Existing n Intersection Movement Volume (1) Warranted? (2) Length 3 Length 4 Lenqth Lenqth a Eiland Blvd and EBL 225/346 Existing 225' 290' 515' 150' fA Simons Rd WBR 36/107 Existing 150' 290' 440' 320' Z SBR 304/308 Proposed 276' 145' 420' - A (1) See Figure 7, 2028 Background plus Project Traffic, of this report. - (2) Based on NCHRP 279 and NCHRP 457. (3) Queue length: Eiland Blvd and Simons Rd : EBL -SYNCHRO SimTraffic 95th Percentile Queue WBR-(107/30)X 1.5 X 25 = 134' Use 150' SBR -SYNCHRO SimTraffic 95th Percentile Queue (4) Based on FDOT Standard Plans Index 711-001 and the following posted speed limits: Simons Rd-30 MPH Eiland Blvd-45 MPH NORTH —____-- li � 1 f ; nts � � � ------ ----------------- r ----------------- f n 11 1 m0 IL 1, 1, � m �Z I, �F ;1 !',W s z 41 1 ✓ ' 1/ 'I 1, 1, 1' 1' 1' I� 1' 1� 1 'I SIMONS RD. �•I� ' 4 r � 1� 11 1 ,/ MDMTrjo �, 11 � 11 ° 11 11 s h 1 41 1 1 _ ' ; 1 li i i— i: it i II 11 = 4 11 �1 it I , I I' 11 1� �I 1� 11 1� " 11 11 1, 1, 11 ,i _ II li ------- 1, --- i 1 ti " 11 1 11 I I� 15 --A\.LINCKS & ASSOCIATES, INC. li APPENDIX LML4lCKS & ASSOCIATES, INC. � I I �t l SITE PLAN i t i LIMCCKS & ASSOCIATES, INC. ;'.:!'>..•ti"'.) .t••.S _ r'Ky_ v 4E., `G'l�'r•'YJ.;s t � ,t ���t y: •ci�:,C i�'..i-•• ( •�f��eiJ:r,{.`�'d, 4Q ai. .�1� ` i-'. - .o;if Y� W .. �..�., C'f( }'�r .. {� �_"� 'I i' •kc;'. iz ' $ � Ir^r'..`fir' ..:�: i - .?"! � l:; •,?+. 41 ... 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';=� Enginctring-Efivira=cntai ' NmerRcaotircc-suety ABBOTT SQUARE CONCEPTUAL SITE PLAN = _ 1030 C Ni Lb rill llf iLl 7ni NII7l Inl . TRIP GENERATION LINCKS & ASSOCIATES, INC. 'I I PERIOD SETTING Analysis Name; Naw Anatysis Project Noma: Abboit Square No Hate: 12/6/2010 City: statelProvinee: ZIPIPostal Code: Country: Client Noma: - Anatyxrs Name: Edition: Trip.Generatlon Manuel,10th Ed Land Use Independent Six* Time Period Method Entry Exit Total Variable 210-Single-Family Dwelling Units 429 Weekday Best Fit(LOG) 1885 1986 3970 Detached Housing Ln(T)=0.92Ln(X) 50% 50% (General +2.71 --, Uitiantsuburban) 220-Multifamily Dwelling Units 286 Weekday Best Fit(LIN) 1061 1060 2121 Housing-(Low-R1se) T=7.56(X"D.86 50% 50% (General UrbardSuburban) TRAFFIC REDUCTIONS Land Use Entryucttan Adjusted Entry Exit Reduction Adjusted Exit 210-Single•Family Detached Housing 0 VY less 0% 1965 220-Multifamily Housing(Low-Rise) 0% 1051 0% 1060 INT9RNAL TRIPS 210•Single-Family Detached Housing 220-Mu tifamlly Housing(Low-Rise) Fait 1985 Demand Exit: 0% (0) Balanced: Demand Entry: 0% (0) Entry 1061 _ Entry lass Demand Entry: 0°h (0) Baten0ced: Demand Exil: 0% (0) Exit 1060 210•.Single-Family Detached Housing Internal Trips Total Trips 220-Multifamily 'total External Trips Housing(Low-Rise) Entry 1985(100%) 0(0%) 0(0%) 1985(100%) --, Exit 1985 000%) D(0`yo) 0(0%) 1985(100`Yo) total 3970(100%) 0 (0%) 0(OV/0) 3970 (100%) 220-Multifamily Housing(Low-Rise) jTotal Trips Internal Trips Externai Trips . Total hitps,//iteteippli.org/prol'eetisttidylpiintpreview?buidwecaf!-993ia4c7i'3'f6f2eIBIcefldbb [2/6/2019 22D=IMuititaMIly Housing(Low Rtae) Internal Trips -Totat Trips 1210-Singio•Famlly .Total External Trips Datacha . cusing _ Entry 130(100%) 0(0%) �0(09G) 130.{1009L) Exit 199(100%) ,o(0%) ,o ON 199(100%) . Total 1129(100%) t 0 (_ [0(0%) 1129 (100%) EXTERNAL TRIPS Land Use t3ctemai Tripe Pass-byy. Piss-by Trips Ton-pass-by rips . . —i 210.Stngle-Family betached Housing 309 0 0 309 " 220-Multifamlly.Housing(Low•Rlse) 129 p 0 129 iTE DEVIATION DETAILS Weekday,Peak Hour of Adjacent Street Traffic,One Hour Between 7 and 9 a.m. Landuse No deviations From ITE. Methods No deviations from ITE, External Trips 210-Single-Famiy Detoched Housing(General Urban/Suburban) tTE does not recommend a particular pass-by%for this case. - 22Q-Multifamily housing(Low-Rise)(General Urban/Suburban). ITE does not recommend a particular pass-by%for this case. SUMMARY Total Entering 107 Total Exiting 331 Total Entering Reduction 0 Total ExitingReductfon 0 Total Entering Intornal Capture Reduction 0 Total Exiting internal Capture Reduction' 0 Total Entering Pass-by'Reduction 0 Total Exiting Pass-by Reduction b Total Entering Non-Pass-by Trips 107 . Total Exiting Non-Pass-by Trips 331" ht(l)s:/lltetripgen.org/I)rojectsiud}r/pi'iiitl>rev-ieW?quid=9d325e7300bi66e0f)e35afee0G2952f. 1/6/2019 PERIOD SETTING Analysis Name: NewAnalysis Project Name., Abbott Square No: Date: 1216/2019 Clty: StatWrovince: ZIP/Postal code: Country: Client Name: Analyst's Name: Editlon: Trip Generation Manual,loth Ed (ndepagdent and Use Variable Size Time Period Mrt:iod Entry Exit Tots( 210 Single-Famlly Dwelling Units 420 tMeekday;Peak Beat Fit(LOG) 259 152 ' 411 Detached Housing flour of Adjacent LnM 0.960(X)+0.2 63% 37% (General $treat Traffic, Urban/Suburban) One Hour 8atween 4 and 6 p.m. 220-MuJilfamlly Dwelling Units 286 Weekday,Peak 8est FI1(LOG) 95 55 150 Housing(Low-Rise) Hour of Adjacent Ln(T)-=0.89Ln(X) 63% 37% (General Street Traffic, +-6.62 Urban/Suburban) One Hour 9etween 4 and 6 p.m. TRAFF(G REbUCTIONS Land'Use Red xit du Adjusted Entry Exit Reduction Adjusted t 210-51hg(e-J=amity Detached Housing 0 95 259 0 46 152 220-Muldfamlly'Nousing(Low-Rise) 0% -95 0% 55 INTERNAL TRIPS 210-Single-Family Detached Housing 226-Muldfamily Housing((.ow-Rlse) Exit -162 Demand Exti: 0% {0) Balanced, Demand Entry: 0% (0) Entry 95 Entry 259 Demand Entry: 0% (0) Balanced: Demand Exit: 0% (0) Exit 55 210,!Single•Family Detached Housing Internal Trips Total Trips 220:-MultifamAy Total External Trips Housing(LoW Rlaa) Entry 259(100%) 0(0%) 0(0%) 259(100%) Wit . 162(100%) 0(03'a) 0(0%) 152(100°d+) Total 411(100%) 0 (0%) 0(0%) 411 (100%) lit(ps.!/fietripgen.oi-g/pl-0*6ttidyfpjiiitl>review?guid=Ob4G8b158'07b441278c5afgflgOlf65 12/6/2019 I 1 I i TAMPA BAY REGIONAL PLANNING MODEL , LINCKS &.ASSOCIATE% INC. - -- ! --J TSRPM v8.2a E+C Model Network - Project Traffic Percent Distribution _ - • Project Centroid14 12 0 c, c - G C - 20 al ya _ 0 C a I r _ 4.5 0 1 06 0.6 06' 0.a 04 . . D — • 01 �: I 0.1 b rlg 132 19 03 0. i 02 a0 ,. 13) 27 I 20.7 )7.0 •011 .0.2 02 w 6 r. 008 )3 ay 45 5 ..r i+y5g•'6; StP o3 03 J.t ,p9 7.6 — a ZI ! �� c 01 9v .i 0.3 03 :� 02. •C._� 0:, 0 2 0.2 0.0 0• oJi 01 !� 10 10t d a 0.1 w •w c' w h 02 � c t'a 5+ 6.3^ io la 19 19 1.0 7,1 Oi C; J.! 0 34 39 19 39 r 1 37 36 1 p u 3d 0• 'r 09 i 4 � J 0.5 J TURNING MOVEMENT COUNTS LIMCKS & ASSOCIATES, INC. 4 N/S Street: ;Simons Rd: Speed:30 MPH N'7 National Data&Surve,.-ing Services to rD rn Site Code: 20-3034-003iT r Date: 01/23/2020 %�-�-3c3y•oo3 '�' Weather: SunnyCL IV . City: Zephyrhills County: Pasco . 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O w 0 0 0 OHO O O O W O CR p 0 OO O V o O O i O p 9 Z O w 0 0 0 O:O 0 0 0 W O p O Z O W 0 0 0 O O 0 0 0 W O q p o Cl) m 0 N 0 N Ln W co O N l!1 ul.m-� ti .N-� W coN V'rq � O y!j 1� Q�Q I� M N.-1 yl j'r- M N O, O CT p cn } o` �r WJ in O p O Uj00 oOlr+O - �j Mui �N OLj OON O'O N 00 W V'co N N O O O = a o O O O CD o 00 m mo 00� o Ln o 0 p CD o p o N Z O,CD0C) -!C)CD o �N� �N ZONO V'NOO -.aa �1�^ ADM �J p o 00 =O 0:) o n m Ln m rn ! A ri E o o o 0 �0�000 Oi0 p op tjOO pp �0�00000000 in CD pC3 �i rl 0 0 .O iOI o` o •,� O N 00000000 00 p CD p O O o C.o i p C, C:) -J 00 z p 71 o O O O Z O C.O CD CD O CD CDZ O O O p O Z O O o CD. CD O O Z O p 0 O O � ! ZpZ 0 0 0 0 0 0 0 0 Z O M O O j O Z 0 0 0 Oi0 0 0 0 Z O ''! O O O_' 0 Do O 0 Mf O O w m O m O m O = _ E a CDa p �n Zo�00000000 �o opo ZOZO000;0000 �o Lnpo 'w o v o o'tj o 0 mL o O L O z 0 O,o 0 0 0 o o z 0 p p O Z 0 0 0 O!O O O O Z O p 0 E aa o i 0 to N O C .. f N toaaaaaaG O ¢ ¢ ¢ ¢ ¢ W e S O G I WCV aL+ O�1 O l!1 O Ln p ? O V1 O 1f71O In O ll'10 -m7!fnv Y G o .-+m vo"+mv O U Vl ^ r' ^�:mmao� �V w = ¢ vcvvivi�iivivi JU w SQ J U. >p a Y ce > O a Yce W J K W S • J C' W S QIL aY FQ- a LU z F- IL C. i I National Data & Surveying Services Intersection Turning Movement Count Location: Simons Rd&Eiland Blvd City: Zephyrhills Project ID: 20-03034-003 Control: 0 Date: 1/2312020 Bikes 'NS/EW Streets:F- Simons Rd Simons Rd Eiland Blvd Eiland Blvd NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 0 0 0 0 0 0. 0 0 0 0 0 0 0 0 0 0 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 77*.00 All� 0 1 0 0 0 0 G 0 0 0 0 0 0 0 0 0 0 .0 M 7. 5 0 0 0 0 0 0 15 A 0 .1 AM 0 0 0 0 0 0 0 0 0 0 7 0 M 30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ,. ,",1 7. 0 0 0 0 0 .1.5 AM 0 0 0 0 0 0 0 0 0 0 0 0 -- -d- d- -, -0- .8: -- --6- 0 0 0 o 0 0 0 0 8:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:45 AM 0 a 0 0 0 .0 0 0 0 0 .0 0 0 0 0 0 0 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU 11 TOTAL TOTAL VOLUMES: 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 APPROACH Ws: PEAK HR: 07;30AM-03:30AM TOTAL PEAK HR VOL; 0- 0 0 0 0 0 0 0 0 0 0 0 a 0 0 0 0 PEAK HR FACTOR 0.000 0.000 0.000 0.000 0.000. 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 4:00 PM 0 0 0 0 0 0 0 0 0 0 0 0, 0 0 .0 0 0 4:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:30 PM 0 0 b 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7 .60,,P� 0 0 K 6 -6 0 6 -0 0 0 5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5.45 pm 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 l NL NT NR NU SL ST SR SU EL Er ER EU WL WT WR WU TOTAL TOTAL VOLUMES: 0 0 0 0 0 0 0 0 0 0 0 a 0 1 0 0 1 APPROACH 0/h's fl 0.00% 100.00% 0.00% 0.00"j] PEAK HIR*,J 04:15 PM-05:15 PM TOTAL PEAK HR VOL: 0 0 0 0 0 0 0 0 0 0 0 9 0 0 0 0 0 PEAK HIR FACTOR:1 0.00- 0.000 0.000 0.000 0,000. 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 National Data & Surveying Services Intersection Turning Movement Count Location: Simons Rd &Eiland Blvd Project ID: 20-03034-003 City: Zephyrhills Date: 1/23/2020 Pedestrians (Crosswalks) NS/EW Streets:F Simons Rd Simons Rd Eiland Blvd Eiland Blvd A NORTH LEG SOUTH LEG EAST LEG WEST LEG -B WB EB WB NB SB NB SB- TOTAL 7:00 AM 0 0 0 0 0 0 .0 0 0 7:15 AM 0 0 0 0 0 0 0 0 0 7:30 AM 0 0 0 0 D 0 0 0 0 7:45 AM 0 0 0 0 0 0 0 0 0 8:00 AM 0 6— 0 0 0 0 d 0 0 8:15 AM 0 0 0 0 0 0 0 0 0 8:30 AM 0 0 0 0 0 0 0 0 0 8:45 AM 0 0 0 0 0 0 0 0 0 EB WB EB WB NB SB NB SB TOTAL TOTAL VOLUMES: 0 0 0 0 0 0 0 0 0 APPROACH 0/b's: PEAK HR; 07.30 AM-08:30 AM TOTAL PEAK HRVOL: 0 0 0 0 0 0 0 0 0 PEAK HR FACTOR: NORTH LEG. SOUTH LEG EAST LEG WEST LEG B WB EB WB NB SB NB SB TOTAL 4:00 PM D 0 0 0 0 0 0 0 0 4:15 PM 0 0, 0 0 0 0 0 0 0 1�4:30 PM 0 0 0 0. 0 0 0 0 0 4.45 PM 0 0 0 0 0 0 0 0 0 5:66 PM 0 0 0 0 0 6 0 b 5:15 PM 0 0 0 0 0 0 0 0 0 5:30:PM 0. 0 0 0 0 0 0 0 0 5:45 PM 0 0 0 0 0 0 0 0 0 EB WB EB WB NB SB NB SB TOTAL TOTAL VOLUMES: 0 0 0 0 0 0 0 0 0 APPROACH 0/b's.: PEAK HR: 04:15 PM-05:15 PM TOTAL PEAK HR VOL: 0, 0 0 0 0 0 0 o- D PEAK HR FACTOR: Prepared by National Data&Surveyirig Services Simons Rd & Eiland Blvd Peak Hour Turning Movement Count ID: 20=03034-003 Simons Rd Day: Thursday City: Zephyrhills • • Date: 01/23/2020 UND rn 07:30 AM-08:30 AM AM 35 1 0 2 0 44 AM 07:00 AM-09:00 AM O c z -i = NONE NOON 0 0 0 0 0 NOON NONE m Y M Q — — a 04:15 PM-05:15 PM PM 58 1 0 5 , 0 52 rM 14:00 PM-01:00 PM o rn AM NOON PM 41 4 t 4 PM NOON AM 0 0 0 0 0 7 1 0 5 706 i 0 1118 a -- -- • ' • 0 1060 0 671 m > — - m • 0 0 0 b 0 0 0 ,` 0 0 0 CL 39 0 45 j 0 1710 0 2040 0 0 0 0 • W ----- AM NOON PM 958 0 865 ♦ 0 0.90 0.95 IZ -- 8701 0 960 0 0 0 0 0 0 0 0 j AM NOON PM 41 *1 t PM NOON AM Cars (AM) PM 0 0 i 0 0 0 PM HT (AM) m O NL —NOON O O O 1 O O NOON O o L 38J t 5 AM 0 0 0 0 0 AM 1 J t 0 9104 4-622 48 �► MW ♦ 49 0- NORTHBOUND ro O o 0 F Simons Rd 0 0 0 r Cars (NOON) HT(NOON) Z' z \Q Podostrians(Crosswalks) a� Z Z Z Z Z L c� �J O P`f a Z Q Q Z a 9,� O N/A J t N/A N/A-► +1 4- N/A O p N/A ♦ > 4- N/A N/A-i f r►r N/A *ACD 0 0 0 0 0 N/A -4 ♦ r►r.N/A 41 D D D F ZZ NOON 0 ♦ ♦ ♦ 0 NOON D D D AM AM Cars (PM) AM 00 -- 0 AM HT (PM) �,v NOON 0 0 NOON to O Lr1L PM 0 ♦ 4- 0 PM 4� + 4 o 0 0 0 0 0 �� ♦ L* L 0 43J � t7 � � J t 8354 "lP9P 4-11044 4 I o o I O 30 .E �' �.. 16 2y a z ¢ ¢ °z a �d O of �` r0 01 p ' r 0 QA 4po2 aoo� ep O 7000 0 0 0 � s Q LOCATION: Simons Rd&El land Blvd BlAid PROJECT ID: 4-0 CITY/STATE: Zephyrhills,FL DATE: 01/23/2020 37 44 t Peak-Hour:07:30 AM-08:30 AM 4- 2 7 23 i35 0 2 L Peak 15-Minute:07:45 AM-08:00 AM 2 9 00 00 4J ,� 4 . 4- 1, + L . 706 39 J' Peak Hour Factor t5 676 71 2fi j t 00 12 958 �► .90 4F.671 i so «► 4-7 3 097 0 , 0 goo 49 00 It 00 s0 0 0 0 � � '� 7 00 00 00 0 0 't' ♦ 0 0 00 Nationa]Data&Surveying Services 0 0 0 0 0 -01 0 4- 4 0 L � 0 1 t p 0 .� 4. 0 0 1 .� f 0 . ll � �. 0 zo•3c31•oa3 � � y o o � 1. � o a o 1--d 4- 1.01 4. 4a L 4) . 4 4L 1 J to J t. 0 4 0 z r 41 16-Min Count Simons Rd Simons Rd Eiland Blvd Elland Blvd Pariad Northbound Southbound Eastbound Westbound Hourly do0inning At Lott Thru R t U R' I Lott Thru R t U R' Lott Thru R t U R' I Loft Thru R t U R' Total Total 07:00 AM 0 0 0 0 1 0 8 0 7 193 0 0 0 115 1 0 325 1609 07:15 AM 0 0 0 0 1 0 13 0 5 180 0 0 0 177 1 0 377 1674 07:30 AM 0 0 0 0 _ 0 '0 9 0 6 234 0 0 0 .184 0 0 433 1710 {07�8 AM U� '�0 .O�a�fl',��3��"1 `�i•,A 0� 1�(1 <sOr' � , '``'"���•:�86' �`"y'c, is � r, 8F'(? .."'. �3 0 08:00 AM 0 0 0 0 0 0 8 0 16 225 0' 0 0 136 3 0 300 1624 08:15 AM 9 0 1 0 0. 1 0 8 0 5 233 0, 0 0 164 2 0 413 1234 08:30 AM 0 0 0 0 3 Q 16 0 6 100 0 0 0 172 0 0 387 821 08:45 AM 0 0 0 0 0 0 3 0 14 271 0 0 0 145 1 0 434 434 Peak 16-Min Northbound Southbound Eastbound Westbound Flowratos. Loh Thru R t U R' Lott Thru R t. U ..R' Lott Thru R t U R' I Loft Thru R t U R' Total AIIVohiclas. ;`0; 0. . .0;.:. -4 0.' .4 .:"0,. 84 1084 0 .: ;OE. D 740' 12, 0, Q9T13 :Hea,YTr4cks' '. :'0. . 0...,::.0. 0. .'0. 4.! 4. _ 64: ::...0' 0. . :76': 0 L4 ± Radestiio is �:. :. t? � Bicycles p•; '0 0,: ,0 0. .. 0:;,', 0 0' 'D : 0:. ';0;. 0•. Rallrbad; • St1i ed,Btisas _ ::.. : _ Pp r i ' I LOCATION: Simon7RUTEiland Blvd PROJECT ID: 20-08034-003 CITY/STATE: Zephyrhil15,FL DATE: 01/23/2020 ♦ 63 52 t Peak-Hour:04:15 PM-05:15 PM + 95 30 t Peak 15-Minute:04:30 PM-04:45 PM 00 �- � ♦ 4 L a ♦ #0 0 0 4 L 4. ilia 45 J, t 7 1067 20 44 S t-00 I$ Peak Hour Factor ass Q,9s ♦loco 35 15 010 0 �, ,r 0 670 35 00 r DO 34 l 1 J 00 00 00 00 National Data&Surveying Services 0 ♦ ♦ 0 0 1 t 0 0 -0, 4. 0 ,r ♦ ♦ t� -- 7 0 O F f+► 7 0 0 O F 4 4 L 2 J t' a -- j t 30 "', tii,�� 4. 16 0 Z ro ZN r 0 0 0 -1+1 F F` 15-Min Count -Simons Rd Simons Rd Elland Blvd Eiland Blvd Poriod Northbound Southbound Eastbound Wostbound Hourly BoOinning Al Lott Thru R t. U R' Loft Thru R t" U R' Loft Thru R t U R' Loft Thru R t U R' Towl Total 04:00 PM 0 0 0 0 0 0 7 0 11 205-" 0 0 0 242 1 0 466 2008 04:15PM 0 0 0 _ 0 0 " 0' 16 0 :13 219 0 0 0 274 4 0 526: 2040 03130 P " 0 0 J0, 0 0 1A 1�' {7 226 '0,,VTp 0 A46 Q 536 201& 04:45 PM 0' 0 .0 .0 1 0 14 0 : 9 226 0 0 0 220 1 0. 480 1935 moo PM 0 0 0 0 3 . 0 14 0 12 194 . 0 , 0 0 274 1 _ 0' 498 1914, 05:15 PM 0 0 0 0 2 0 17 0 12 233 0 0 0 236 2 - 0 502 1416 05:30 PM 0 0 0 0 1 0 15 0 10 203 0 0 0 224 2 0 455 914 05:45 PM 0. 0 0 0 0 0 10 0 13 222 0 0 0 210 4 0 1 450 1 459 Pook 15•Min Northbound .. 'Southbound Eastbound Wostbound - Flowralos Loft Thru R t U. R' Loft Thru R t U R' I Loft Thru R t U R• Lott Thru R t "U" R' Total --I IVohicles "0 0; 0 ,0:_ 12' "'0, 04,"' 0, •52, -904 0..,; "0; 0.- 1132• 16-- 0• "- 2180. Heavy Trucks_ ''0. 0 -..0. .0 a 16: B. - :40 :::p: ... 0" •20 "0 -..'. 84" .,. .. ;:: .,0.. 0, p. • 0 Pedeslriads 0,.. 0, O 0 0' 0: 0. 0 lY: :'0 0 ., 0 B1CyClas 0 .. . .. .- - - �'Sloppetl,Busos TAMPA BAY REGIONAL PLANNING MODEL RUNS FOR PHASE 1 AND 11 OF SIMONS ROAD IMPROVEMENT TBRPM v8.2a E+C Model Network_- 20.40 PSWT Volumes with Project(with Simmons to south only) 0 Protect Centrold ♦ sRiy♦ ♦♦ J449 10� 617 i - o - 1923 2443 - � 2G79 ` fASp` •�' v• l g y776_all 46 _g 1193 - N �• q ..J 13C uo 37r� 12309 ! 1248-1 8396 - 7632 1 Ls A, 4 \ � F 11J -6 h � 11139 a r `♦ a a 2057.0 20196 14732 � 73896 11944- a A i5G1a _ a tij5 00 / a♦ 291W 29175 �1 15514 1l241 066 � 3883 a r _ � •s i FI ♦'� 2 1 as a 91 i 77 J•'ice . 7 �• a / � i sos `aa / 18977 21977 21370 1 27393 21393 '20425 18695 tB453 103,3 �ffi - f. p�� '•?s R 6638 �yy , 732 � •u N < 1 0 0 t 377� Cf CUODQ (Licensed to•1"r r- 0 Datta) TBRPM v8.2a E+C Model Network - 2040 PSWT Volumes with Project (with Simmons through) Project Centrold ; -sit,-sit,. � � \ \ 4149 1362 G,7^g. 2 1872 2372 -. W 2D16 Ivs F ci til � 1 � 10S67 20937 10196 - 5159 8292 7522 1 lu M1 7 ••\ � ems`. M ; \ Iasi 13054 : 14509 r13031 24077 12217 \ � 1Jy i •iill +:' 5 16138 16138 32119 22315 Z111 925, 10891 10574 7 i 3999 \ . + 1 3,2M � — J i 1 21641 20939 20665 20665 '1980D"" 18%6 17568 58T1 5502 4803 1�29 OBIG (Licensed to Traf 0 Dntc1) TRAFFIC REDISTRIBUTION t LINCKS &, ASSOO➢ATES, ➢NC. OLAND BLVD. HANDCART RD. n is NORTH N W ' I! DEAN DAIRY RD. A - 2 O /S C O ;o C ,o 00 F— 0/0 0 vo 1 �► T f SIMONS RD. a o� v n !yj CA (� 0�86a ryl194 50/50 —� T C) o 59/50 � No 0`.PDo� - m v U Ln m O v o o 0/0 0/0 4--. 0/0 F- 0/0 aQ -ap v n Or11� y"43 m �► <50>/<50> -� {I T r p ' 0/0 —► n w o I T f (5s)/(5a) ��o '+ 0/0 00 0 > 0% —► 0 0 0 U.S. 301 ol v 0/0 -y 0 FDOT PEAK SEASON ADJUSTMENT FACTORS LIMCKS & ASSOCIATES, INC. 2018 PEAK SEASON tACTOR CATEGORY REPORT REPORT TYPE: ALL CATEGORY; 1400 PASCO COUNTYWIDE MOCF: 0.96 WEEK DATES PScF 1 01/01/2018 - 01/06/2018 0 1..03 2 01/07/2018 - 01/13/2018 1.02 1.06 3 01/14/2018 - 01h0/2018 1.05 1.09 4 01/21/2018 - 01/27--/2018 1.03 .07 =-U-27MVMls 1.01 1.05 * 6 02/04/2018 - 02/10/2016 0.99 1.03 * -7 02/111.2018 --02/1 * 8 02/28/2018 - 02/21/2018 0.96 1.00 * 9 02/25/2018 - 03/03/2018 0.95 0.99 *10 03/04/2018 - 03/10/2018 0.94 0.98 *11 03/11/2018 - 03/17/2018 0.93 0.97 *12 03/18/2019 - 03/24/2018 0.93 0,97 *13 03/25/2018 - 03/31/2618 0.94 0.98 *14 04YOl/2018 - 04/07/2018 0.95 0.99 *15 04/08/2018 -' 04/14/2018 0.96 1.00 t16 04/15/2018 - 04/21/2018 0.97 1 .01 *17 04/22/2018 - 04/28/2018 0.99 1..03 . *18 04/29/2018 - 05/05/2018 1.01 1.05 19 05/06/2018 - 05/12/2018 1.03 1.07 20 05/13/2018 - 05/19/2028 1.05 1.09 21 05/20/2018 - 05/26/2018 1.04 1.08 22 05/27/2018 - 06/02/2018 1.04 1.08 23 06/03/2018 - 06/09/2018 1.03 1.07 24 06/10/2018 - 06/16/2018 1.03 1.07 25 06/17/2018 - 06/23/2018 1.03 1.07 26 06/24/2018 - 0613012018 1.03 1 .07 27 07/01/2018 - 07/07/2018 1.03 1.07 28 07/08/2018 - 07/14/2018 1.03 1.07 29 07/15/2018 - 07/21/2028 1.04 1.08 30 07/22/2018 - 07/28/2018 1.03 1.07 31 07/29/2'018 - 08/04/2018 1.03 1.07 32 08/05/2018 08/11/2018 1.02 1.06 33 08/12/2018 - 08/18/2018 1.02 1.06 34 08'/19/2018 - 09/25/2018 1.03 1.07 35 08/26/2018 - 09/01/2018 1.04 1.08 36 09/02/2018 - 05/08/2018 1.05 1.09 37 69/09/2018 - 09/15/2018 1.06 1.10 38 09/16/2018 - 09/22/2018 1.04 1.08 39 09/23/2018 - 09/2c,/2018 1.03 1.07 40 09/30/2018 - 10/06/2018 1.02 1.06 41 10/07/2018 - 10/13/2018 1.01 1.05 42 10/14/2018 - 10/20/2018 1.00 1.04 43 10/21/2018 - 10/27/2018 0.99 1.03 44 20/28/2018 - 11/03/2018 0.98 1.62 45 11/04/2018 - 11/10/2018 0.97 1.01 46 1-2/11/2018 - 11/17/2018 0.97 1.01 47 11/18/2018 - 11/24f2018 0.97 1.01 48 11/25/2018 - 12/01/2018 0.90 1.02 49 12/02/2018 - 12/,-08/2018 0.98 1.02 50 12/09/2018 - 12/15/2018 0.99 1.63 51 12/16/2018 - 12/22/2018 1.01 1.05 52 12/23M18 - 1'2/29/2018 1.03 1.07 513 12/30/2018 - 12/31/20'18 1.05 1.09 PEAK SEASON 25-FES-2019 16:26:29 830UPD 7-1400-PKSEASON.TXT l BACKGROUND TRAFFIC . LIMCXS & ASSOCIATES, INC. LEGEND 12/23 = AM/PM PEAK HOUR.TRAFFIC DAUGHTERY RD. 0 �- 4/3 . �- 0/0 111 Q �00 2/2 '�.� ! T r �\ 8/5 --► O v o ,� r� to ui a O G� z M Q a ti 20/14 �- 30/19 PROJECT r � o`er CR t% a I 9� % v rr� +-- 10/6 'L 4/12 t_ 0/0 Cs v C] �-- 1/3 �� r-9/6 <-- 0/0 c- 4/12 0/0 GIEGER RD. / --► -,op 0/0 0/0 o 0 0/0 3/2 r6/4 m . . 0 N t'r3 O Q tq Q L 0/0 F-- 0/0 w` r- 0/0 ?/¢ T r S.R. 54 0/0 => a ac - Z. FIGURE A=2 o THE OAKS AT PASCO PROJECT TRAFFIC i PERIOD SETTING Analysis Name: New Analysis Project Name: THE OAKS AT PASCO No: Date: 2/13/2020 City: StatelProvince: Zip/Postal Code_: Country: Client Name: Analyst's Name: KE Edition: Trip Gen Manual,10th Ed Land Use Independent Size Time Period Method Entry . Exit Total Variable 210-_Single-Family Dwelling Units 87 Weekday Best Fit(LOG) 458 457 915 Detached Housing Ln(T)=0.92Ln(X) 50% 50% (General +2.71 -- Urban/Suburban) i TRAFFIC REDUCTIONS Land Use Entry Reduction Adjusted Entry Exit Reduction Adjusted Exit 210-Single-Family Detached Housing 0% 458 0% 457 . EXTERNAL TRIPS Land Use External Trips Pass-b % Pass-by Trips Non-pass-by p Y Y P Trips 210-Single-Famlly Detached Housing 91.5 0 0 915 ITE.DEVIATION DETAILS Weekday Landuse No deviations from ITE. Methods, No deviations from iTE. External Trips 210-Single-Family Detached Housing(General Urban/Suburban) ITE does not recommend a particular pass-by%for this case: I SUMMARY I t Total Entering 458 Total Exiting 457 Total Entering Reduction 0 Total Exiting Reduction 0 Total Entering Internal.Capture Reduction 0 Total Exiting Internal Capture Reduction 0 Total Entering Pass-by Reduction 0 Total Exiting Pass-by Reduction p Total Entering Non-Pass-by Trips 458 Total Exiting Non-Pass-by Trips 457 r PERIOD SETTING Analysis Name: New Analysis Project Name: THE OAKS AT PASCO No: Date: 2/13/2020 City: State/Province: zip/Postal Code: Country: Client Name: Analyst's Name: KE Edition: Trip Gen Manual, 10th Ed Land Use Independent Size Time Period Method Entry Exit Total Variable 210-Single-Family Dwelling Units 87 Weekday,Peak Best Fit(LIN) 17 50 67 Detached Housing Hour of Adjacent T=0.71 (X)+4.8 25% 75% (General Street Traffic, Urban/Suburban) One Hour Between 7 and 9 a.m, TRAFFIC REDUCTIONS En Land Use Red ction Adjusted Entry Exit Reduction Adjusted Exit 210-Single-Family Detached Housing 0% 17 0% 50 EXTERNAL TRIPS Land Use External Trips Pass-b % Pass-by Trips Non-pass-by y p Trips 210-Single-Family Detached Housing 67 0 0 67 ITE DEVIATION DETAILS Weekday,Peak Hour of Adjacent Street Traffic,One Hour Between 7 and 9 a.m. Landuse No deviations from ITE. Methods No deviations from ITE. External Trips 210-Single-Family Detached Housing(General Urban/Suburban) ITE does not recommend a particular pass-by%for this case. SUMMARY , Total Entering 17 Total Exiting 50 Total Entering Reduction 0 Total Exiting Reduction 0 Total Entering Internal Capture Reduction 0 Total Exiting Internal Capture Reduction 0 Total Entering Pass-by Reduction 0 Total Exiting Pass-by Reduction 0 Total Entering Non-Pass-by Trips 17 Total Exiting Non-Pass-by Trips 50 0 l PERIOD SETTING Analysis Name: NewAnalysls Project Name: THE OAKS AT PASCO No: Date: 2/13/2020 City: Stafe/Province: Zip/Postal Code: Country: Client Name: Analyst's Name: KE Edition: Trip Gen Manual, 10th Ed Land Use independent Size Time Period Method Entry Exit Total Varlable 210-Single-Family Dwelling Units 87 Weekday,Peak Best Fit(LOG) 56 33 89 Detached Housing HourofAdjacent Ln(T)=0.96Ln(X)+0.2 63% 37% (General Street Traffic, Urban/Suburban) One Hour Between 4 and 6 p.m. TRAFFIC REDUCTIONS Land Use Retry ed ctlon En Adjusted Entry Exit Reduction Adjusted Exit 210-Single-Family Detached Housing 0% 56 0% 33 EXTERNAL TRIPS Land Use External /o Pass- Pass- Tri s b b Non-pass-by p Y' y Trips p Trips 210-Single-Family Detached Housing 89 0 0 89• ITE DEVIATION DETAILS Weekday,Peak Hour of Adjacent Street Trafflc,One Hour Between 4 and 6 p.m. Landuse No deviations from ITE. Methods No deviations from ITE. External Trips 210-Single-Family Detached Housing(General Urban/Suburban) ITE does not recommend a particular pass-by%for this case. SUMMARY SITE CONSTRUCTION PLANS FOR THE -OAKS AT PASCO PROJECT EILAND'BLVD.&.SIMONS ROAD LOCATION CITY OF. PROJECT ZEPHYRHILLS, FLORIDA 33542 ZEPHYRHILLS' LOCATION PAS CO COUNTY PARCEL I.D.NUMBER:'04-26-21-0000-00100-0070 AERIAL1 PARCEL I.D.NUMBER:04-26-21-0000-00100-0080 PARCEL I.D.NUMBER:04-26-21-0020-00000-0090' SHEET.INDEX SHEETS 'SHEET SHEET DESCRIPTION I LEGAL DESCRIPTION REVISED NO _ C0/ COVER SHEET ............. CO2 GENERALNOTES i .n,.._,...,,....- ..,...,.........-. ,c....,.............�... C0Y EXISTING CONDITIONS PLAN C04 ?RASTER SITE PUN 1 COS LOT UVOUT PUli•A I - _ - - C06 LOT LAYOUT PUN-6 .—..«..,...,.-... ....... . .... •-- .• .` .`.: C07 LOTUYOUTPLAWC C08 UTILITY PLAN•A CD9 -UTILITY PLAN-8 1 ...,...-......-..---.,•,......- ............ -.-...•.:.�..:.:............ - CtO UTILITY PUN.0 •• - CIE PAVING,GRADING.AND DRAINAGE PLAN•A j — - PROJECT - C12 PAVING.GRADING.AND DRAINAGE PLAN.8 C13 PAVING,GRADNG,AND DRAINAGE PLAN•C ,:, « LOCATION C14 STORMWATER POLLUTION PREVENTION PUN•A I - C[S STORLiYlA7ER POLLUTION PREVENTION PLAMB j C16 STORI.LWATER POLLUTION PREVENTION PL-+W-C i + -- ... .• _ „ ..r .-Y-V F .... ...,.... C17 STORLIWATER POLLUTION PREVENTION DETAILS C1SIGNING AND STRIPING PUN a [ Cl:9 PLAN AND PRO IL ? .........m.-...--•............. - --...-........._,.....,:....... C2 PUN AND PROFILE . i •.--....«: .,,,�..«,.«..,.�.,, .-•.• -•. C21 Putt AND PROFILE C22 CONSTRUCTION DETAILS LOCATION MAP C23 ZEPHYRHILLS WATER DETAILS ! n C24 ZEPHYRHILLS SEWER DETAILS { - - C25 POND CROSS SECTIONS SECTION 4-TOWNSHIP 26S-RANGE 2 1 E C76 POND CROSS SECTIONS _ C27 POND CROSS SECTIONS 'Ti TREE PUNTING PUN - ..,....,,.., _..r. .-_- •.«... r. -._.........._... REVISIONS i 1 t UTILITY PROVIDERS WATER N TTURAL'GAS -P01�7ER �. PREPARED13Y /.an• •s ry..�r ry'sufr _ - ( �..,kl a�•rocs•r• rt icm+nxnav n.cl lwmt.c-�c[ o PROJECT.TEAM CORNELISO� "" al^i' r�r.aivfnx:rrx +,.au torso Jauulurpa 1 :[rnlYgls 111:a} I,N'`rl IvVi -`Z frYolS rt.•'+, ,� DEVELOPER ENGINEERING& "` "� : rs11.,,, °•yo. i CML ENGINEER UN001YNER SURVEYOR* r.yf ic•elw n:.r,r alas t-r nwl ciru.�[i.(Y.(ylR^p;)ffr,'a'G:u twt cwan[arcEtx•.af of>.r uu _``,"'%'•`415�rr'.Y r_ 1 Ua�nA.laurttaiz�ttk:llc .,..flrv.[Y:+f[:�.af4•a-.,,: „r, ,a»a,-.,, ,•,<.::,,>w DESIG;Y,INC. PHONE ' t ;.i`':c...oruo.m cr+„K+uw.t.uvl,...,rr cv�*nr�wrn^ :frsr?a^<.s:,.`,Y'••,. SE4ti'ER '1. i ciu,r:»,r[)^r.. ;r•+r.--s.�is��: r�+nri:v-:.n1� ::'�:•r p-..: :•dro-.r..;.-•.c. Y. a•.�r anouM�. r�.nra.cruuursu•.:.r. • I tr.µ t%1(T�•.ICtI!, [yµ rRa•�y.,c�'�,vr,„a.rlvr Cyµ arz:fSat>IT,%,.>t•v L�:�t•�r11Ya�••ry•'�m,f.r;•, � ••1.• .r,�;i; „}, .r.x,. >a, .> ✓i S4Y4T/'.0 ntv.: �,,,,,o���J�y�, .�C• -rn•;: �5v a-•r.. � •T^tM1•srne, �':�n ra.r�n srs[, �a•� ."- . ' Y [ . a.-..�rt�" _���-r>:•'A M.fryn`ttoirt�• rrvraa:,.:Sa>r �rph,,1 `tt.)?.la —_ . furl AL'+YC3 Tm•.:•ri:•t r•• t'aµ.£oR I.YVfAY'>:v-:v CtU>.Y.4�tivW{+E �_ S, } f .-r . r• � �;�� �\� -�. �` ,ram t� '+ . Sri / � rrl�+ •• � rt�' , `� �� y. #�� `S• tit_ . �� �� ��r/f�- � t , • F ] D REAL ESTATE Uc ��� LEGS 12/23 - AM/PM PEAK HOUR TRAFFIC DAUGHTERY RD. 0/0 o a _ 3/9 Q a 2/2 (� +-- 2/1 +-- 6/2 8/5 U) 10/33 -� 2 i/2 z � A B N A .N N g ci PROJECT o c 0 In oa r� tj� r� 010�0 ma's' o 't� �� -L- 0/0 +— 10/6 N I- 4/12 0/0 c c!!' o s— 1/3 o N l 10/7 0/0 4f12 1 0/0 4/12 7/23 � o/��: GIEGER RD. 0/0 3/2 � T 0/0o\r 6/4 ..� t\v o 0 J . ID M Z 0% t us a 4-- 0/0 0/0 1/4 -s S.R. 54 0f0 --► °% � duo 0 1 o✓ 4 FIGURE A-3 LINKS AT SILVER OAKS 0 0 PROJECT TRAFFIC PERIOD SETTING Analysis Name; Now Analysis Project Name: Links at Silver Oaks No: Date: 2113/2020 City: Statb/Province: Zlp/Postal Code: Country: Client Name: Analyst's Name: KE Edition: Trip Gen Manual,10th Ed Land Use Independent Size Time Period Method Entry Exit Total Variable 210-Single-Family Dwelling Units 92 Weekday Best Fit(LOG) 482 481 963 Detached Housing Ln(T)=0.92Ln(X) 60% 60% (General +2.71 Urban/Suburban) TRAFFIC REDUCTIONS Land Use Reduction Adjusted Entry Exit Reduction Adjusted Exit 210-Single-Family Detached Housing 0% 482 0% 481 EXTERNAL TRIPS Land Use External Trips Pass-by% Pass-by Trips Non-pass-by rips ass-by 210-Single-Family Detached Housing 963 0 0 903 ITE DEVIATION DETAILS Weekday Landuse No deviations from ITE. Methods - No deviations from ITE. External Trips 210-Single-Family Detached Housing(General Urban/Suburban) ITE does not recommend a particular pass-by%for this case. SUMMARY Total Entering 482 Total Exiting 481 Total Entering Reduction 0 Total Exiting Reduction 0 Total Entering Internal Capture Reduction. 0 Total Exiting Internal Capture Reduction 0 Total Entering Pass-by Reduction 0 Total Exiting Pass-by Reduction 0 Total Entering Non-Pass-by Trips 482 Total Exiting Non-Pass-by Trips 461 i PERIOD SETTING Analysis Name: New Analysis Project Name: Links at Silver Oaks No: Date: 211=020 City: State/Province: Zip/Postal Code: Country: Client Name: Analysts Name: KE Edition: Trip Gen Manual.10th Ed Land Use Independent Size Time Period Method Entry Exit Total Variable 210-Single-Family Dwelling Units 92 Aftekday, Peak Best Fit(LIN) is 62 70 Detached Housing Hour of Adjacent T=0.71 (X)+4.8 2611/a 74% (General Street Traffic, Urban/Suburban) One Hour Between 7 and 9 a.m. TRAFFIC REDUCTIONS Land Use Redryction.Ent Adjusted Entry 9xit Reduction Adjusted Exit u 210 Single-Family Detached Housing 0% 18 0% 52 EXTERNAL TRIPS Land Use External Trips Pass-by% Pass-by Trips Non-pass-by Trips 210-Single-Family Detached Housing 70 0 0 70 ITE DEVIATION DETAILS Weekday,Peak Hour of Adjacent Street Traffic,One Hour Between 7 and 9 a.m. Landuse No deviations from ITE. Methods No deviations from ITE. External Trips 210-Single-Family Detached Housing(General Urban/Suburban) ITE does not recommend a particular pass-by%for this case. SUMMARY Total Entering 18 Total Exiting 52 Total Entering Reduction 0 Total Exiting Reduction 0 Total Entering Internal Capture Reduction 0 Total Exiting Internal Capture Reduction 0 Total Entering Pass-by Reduction 0 Total Exiting Pass-by Reduction 0 Total Entering Non-Pass-by Trips 18 Total Exiting Non-Pass-by Trips 52 1 ' i PERIOD SETTING Analysis Name: New Analysis Project Name: Links at Silver Oaks Na: Date: 2/13/2020 City: State/Provinde: Zip/Postal Code: Country: Client Name: Analyst's Name: KE Edition: Trip Gen Manual,10th Ed Land Use Independent Size Time Period Method Entry Exit Total Variable 210-Single-Family Dwelling Units 92 Weekday,Peak Best Fit(LOG) 59 35 94 Detached Housing Hour of Adjacent LnM=0.96Ln(X)+0.2 63% 37% (General Street Traffic, Urban/Suburban) One Hour Between 4 and 6 p.rn, TRAFFIC REDUCTIONS Land Use Entry Adjusted Entry Exit Reduction' Adjusted Exit Reduction 210-Single-Family Detached Housing 0% 59 0% 35 EXTERNAL TRIPS. Land.Use External Pass trips s Pass-by% Trips Nonwpass.by Y p Trips - 210-Single-Family Detached Housing 94 0 0 94 ITE DEVIATION DETAILS Weekday,Peak Hour of Adjacent Street Traffic,One Hour Between 4 and 6 p.m. Landuse No deviations from.[M' Methods No deviations from ITE, E xtemal Trips 210-.Single-Family Detached Housing(General Urban/Suburban) ITE does not recommend.a particular pass-by%for this case. r SUMMARY Total Entering 59 Total Exiting 35 Total Entering Reduction 0 Total Exiting Reduction 0 Total Entering Internal Capture Reduction 0 Total Exiting Internal Capture Reduction 0 Total Entering Pass-by Reduction 0 Total Exiting Pass-by Reduction 0 Total Entering Non-Pass-by Trips 59 Total Exiting Non-Pass-by Trips 35 1 1 SITE CONSTRUCTION PLANS •aay .FOR LINKS AT SILVER OAKS =- 15 jL :TON OJECT SIMONS ROAD ZEPHYRHILLS FLORIDA 33542 HILLS PROJECT ' LOCATION PASCO COUNTY t (� PARCEL I.D.:NUMBER:04-26-21-0000-0010D•0021 PARCEL I.D.NUMBER:0426 21-0000-00100.0050 • PARCEL I.D.NUMBER:34-25-21-0020.00000-00A0 ''\ - ^""' PARCEL I.D.-NUMBER:.03-26-21-0000.00100-0020 SHEET INDEX I SHEETS SHEET SHEErMSCRIPTION LEGAL DESCRIPTION: . �_ wwnwwwnmaw.n � � ..,. REVISED NO. . .r L :S9Y63' AA_ A Ccol D2 COVERSHEET S j T•\fNlllMMrdOOwatlfTKalarLLTtl.av�w\Miwrna axwwr Rno.a.w+rriwaLrRnwTwwu.wcnww .�nu Lwow.na.oiu.cnarr.+a..av�.wrseaeQa.. e'er cm. EMYINGCONOSAONSP[AN mwrw:wRTeawrt«1MiaK114.asw.Rlloe �.. - .umawur ww\wo.wmwarrs.awae.o�av" Asa CD3 1USTtRSREPLAN .roosw.wwo\wr^ua..cr+�wa.oaarwwasL wuwaTRw�e L\w\ewRu.wroRa.oaeaw e 'e$ L>6 LOTUYOITTPLANA wRva wwn+.�^waniawrctvaawa arLrwa.ouLa - ar.aT murw3rwRaywaowaw\�raurvaarrL A COB LOT LAYOUT PLIMFD i r>rwYrtMNCraaa\c�aarrcfarmRRrTa\wo\.a .. rawar.avwwiRt aau.aevwwR..\aa•aaRra•r A e COT FLAN- LOTlA -0 LAN wm.a.Lrn..c\u.imLwaianR�ae.so.cr.aaauna MA OOB lJi1LfTY.RJW,II afrfvar\nwvwsaaTrw�aRstrrrwwR [ .arwT.Lawavv..riwrawwsruawwusv.Re�a ddAb d CW UM3iY PLAN-8 nRw..aaayaavrw\\n: aRwvra�vlRRr+ra�r�arii{ ..urnie�o.w..Rw.aeTi\tvvrRna.orrrwvaiRcwwa "-�" MS A CSO IJT1L1iY1'WiC w.uar a.rLrnwnawnawwrYrw\Raaaa.aauarawR .e AMM C1t PAVING,GMUNO.RM OWW"EPGW.A .mwwawwrrfaravwana.sa\vavwrR.wnanerR a arcaaovarRc>waaarwiwwawnnfwwrtwaus�wr y e C12 PAVING.GRAD0IG,AND0MI"EPTATIY .nwapfTwrrwra\aamwo.paamu�awws �aLn.�c.monnom.ma..a,aww..\ou.RTia PROJECT t_ A e6A A C73 PAvriD.ORADNQAND DauruGEPIAI+.c IWa.M a aaLaagawaTar,awrr\d\aarw:R awTaRr. t Le.nv�wnnnus Lrrrafwuswauiv Rwnu 6S a Ct4 PWIAtAPROFILE .. f maLr rnwmwarsrw.awrn.srwiFwaamY a LOCATION wn.ae.na.w,:aaasw.awiauaRaR.wse�X.— 'N d CIS PLAIIA FROME' r - on�ravnw.i m~ii LL w uvwwr iwou�iM' RA'a CIB PLANAlAPROFRE ;'. aorgerw.Riaaasra.vn�mf.wwrwaowaarroa . i .Rw\Rwra..rrawwrcrorrn rsasAawo�aaeawew� AAA C17 P1ANA EAM O IM t noav�ataL�ra•wr.s.oweosaw...a.R.a ......+ el6A CIE ST�VAGE/WD STRIPING R1tN �I OWJf em.frtlt L9VI�.aan.oRllr.RCfweLM>M`` wwaw\wraoswwanoarr\waaa:.rta.amnaumr m Y e• C19 'EROSIONCONTROLPUW e na°"iawrarYr�"`aiu�ariw�•.'a`av O1w P d C20 EROSIGNCOMROLDVAILS $`. -TarnunnarowrwR.a�� .- e A►�a C2I PONOCRDSSSECTIONs j w�aaowmaroawwaTo+rwaaa A C22 I,EP1iY1W1ISSAIOTAW3EWMWrAX3. LOCATION MAP d C23 Z.EMMINISWATERDETAKS ! wwwmwraonawaoao�ua i� PUB �.� A& CZA CONSTFamoNDETAW 11�T3!!•L ' wR..Teuo.so.<..Rawaww.aatiunrwawc«as SECTION3•TOYVNSHIP2BS-RANGE2IE d AS C2'+ CONSTftUCI0t+0ETAl4` r+�wsxwrr,,awaaaRa„rw,earxr.RrnwLwar,vrLwwsvR a+a ue n.rur�oroswo.awmwsocnrr\om.w. A C2E. FlAODPUINCOMPENSATIOH PUN y'.i .uw..awwR.aweaa+.aw.araawurrro� zKa+w R,Lo,a,om iw�s rtn»,iea .SEC710N4-TOWNSHIP 263-RANGE 2tE 9 anw.s....o\�rtnrvawwc.wea.rw\mmw,..w.wa w A C27 LIMSTATION DETALS=QTYOFZEPHVAWU.S.wwww..ra.Y.sa.Lwa.nr^nwm•.no.+nr iKOgwKQ�PwKMIo.rCats• SE�SION.34-TOWNSHIP 25-RANCaE 2SF. A ag LIFT5TAT IINOTM-CTTYCP?EPHVFMLI,S RewsioNs ' 1 IRiRi\YaawaRlerR'L.LarL1{OMrRTFfFrpKgo. . IO.wIaTOwKlY.ii�lOaaffR.taWRPlrwA\Aw<�\ •Y4G�Y•�\itiwKw\.O.a9 blw6av�P laa ayLawO varawa w ... -a weKr""< :.�w•..c w. e I TR 1 .S{ WPOfI�OCR\Mil®fYYrrrK¢ �\K.wrn w aw R wal0 w K M. e . aK iaq wr wwtl wra.wlY a'w na a7•R Ha A wy.Rgrn.+auTrrawrv.eL. rraTwra awcua a MiDiifarMap\l mwwe aa\R RLow K aaM RRa A RiORaLO®ITaOf/mLC.II tt P31NC 91C/f1.01arip MO MaC�P IO1 flUM1LTOI M IWCm a IOI LYIM.OI RO4.Yq W4CalV7 �, �I.�r.wfTay.nbTre< �`wiwa mwa ry rwlr wY.R a•a1.m r H RI►raRnRwT Ya Re 2M u0.w IaX ILL waauaa\aia.t VB>35 Onair=lC10m�a K�e'�ma�+wf W, no,>*mnaaw rferx wewmnrw3w/aobeonaa - aalwdwTl6a�awTr Riaw3 LL a\t SRof\fi CawQl faJlaaaYf[awirnamaMa aYnliOPw�CR1l t•IM?w-�VYbM . LTTIurrPROVIOERs W aawia.w.m.a .. r\•aawa.T.L PREPARED BY W�nwua �R awL 8 �CORNEISON maKcasae M max" m cpa.rcavnTau\aaw. apa\GT:aMna1G.Q PROJECT TEAM aRarr+Taerw\e awtura\a paunlr� io..+aicnma uransTw 3OMraain9U mod.cco i� I DEVELCIve Cmimr-Mm uroowRo+; SURVO Tt ENGINE6WNGA nesnaTRrx noaLaaa+rT nacwwTwu a *+y�' OO.iIaR RLrwaaITM.LLC COr4aa\aOtYl►rlal►1\aC ilaT(pt111RKI1\b1aaTA. MYOwtRNLFG O•CaOPpPKw.wa\allltf {Mr[�YmI aK:O.nwanraTpfaoawsv� - is I mn.Qa.r,wwn mnraawa�mnaanrc \waoatltaran\aarTae mnfcaw,wc\w.L DESIG INL _ R twalT^\to.aN.WR]a0 1MRRofarwaR .To6.1RRSV.. .�.wrL.NaK a 2ffl?0W A A"rV.0 am OmfJl K' wRw m�MMd.v.a �a Yu �R` �fi 1 mw+waa Yro nw�w\wanaw wna:pnwanr �oaW+.errn aa» .i wcr:Kn:mm. naicwlam\w nacpnufRr 3L)3 GW 5.AV 117MTVRli n asl\i .i9aACTJ-Tm R. 00aT\Gaano.9nY.nwa, <_ f tfL•.u3'-7RT�GO�-013-7W"M3 - —ITW ana bMtRam y4j�/�M��•,laa"1ss.TL #(� - aur:wweemefr TW10NO�OaTaam\oiC00Y' �at\roaulwralafll,m\ mTmfnav 9raawa.(RMIT . f CM10 l4 aV6rl•Lf1o%M E woCwfnawa rrYCmiraaa\ ('3\Na LCQ11I4iT701{�E a.uar+nwm\w..as.wa ow:s�ar�ra..a<ew_ .. 'n rtaaeaT .. °ryiw[rDlpl,.lYLrUVW,ip.76a,'f�/rKM�7i541 CJN.irRanlWty iW/Millen 737n Kll...rl� ��:.e r..rwir.......r.ee< r ry q \ 1�s-.r• 11''.II 4. �14• � -_ Ala �. `. a •'i• 1 '�a}• •,' Y E r ; ' � 1.1 � f j1l:• �7 7 � ' 7 1 , ■j 1 � �ta:�f„ �� i �} n i� t o MIX 1 �M c R. •'`4 .-1'� ,-•��Y�'{1';:.''i n• 1 4L. i•.`'{, lip ■y��11]A�������iat�€�I� ffi �v 1 .�T� E4 � j�2■ r 8 � •,., �� .:.Iq` 1Tf.'�'�"'""..,,f', y'yn�'1�. •lY•�'' �A���� � l+i' r8#�11!i+■�■ •, N ''rr�j�ll•'■-r.'i [f ,... �f• 7��' ,f yllii �� pit lot mil... . .. let. • ` Iplplllllr� • � , 2h1 ��q �` an rkucnwc %� ` ` " m LIN' TSILVEROAKS ��GYCU7[6A1xiGl ■ ' 4,�i��• `. • arrro. R- ...•.u�.rl L��L:S _}+��7wS1G+7.16C ti r"qe ulllla ,i • w.�n ■ae wrt mul r�i�Z:aiR.l�iClr,1�� -- ".�,e.nw a7s» wwurr MASTEREITEPIAN COD REALESTATEINVESTMER,LIC PASCO COUNTY CIP LIRICKS & ASSOCIATES, INC. RS-ROUTE STUDY D-DESIGN fir, ,rf�_— R 17 1 It Is (:I'7I It:01 9 z I I It'_'I R-RIGHT OF WAY C-CONSTRUCTION UILD RSF-ESSURFACING(FDOT) � TRANSPORTATION CAPITAL IMPROVEMENT PROJECTS PDE-PROJECTDEVELOPMEIT+ENVIRONMENTAL ry �O - 2�yg -� - ENV-ENVIRONMENTAL MITIGATION .r 202 LL L'-LANDSCAPING. .•''• � DSC-DESIGN&CONSTRUCTION ,{• i RSA-ROAD SAFETY AUDIT .1 _• f T+SS Ili .............. it •__ —=_d ' ... .._ — - '•fix y i ��"�....+•'I �� I"—�"__-� ' '�'�••- _ _ --ti 0. is ^P LIGHTING FOOT RESURFACING PROJECTS Q BIKE/PED OVERPASS Pasco County,Florida Ceggraphic 1.f r wiz Systems .4V ATMS)ITS Iy COUNTY PROJECTS(2025-2029) FDOT FUNDED INTERCHANGE ��� Engineering Services AP COUNTY PROJECTS(2020-2024) PENNY FOR PASCO BIKEJPEDTRAILS {+ COUNTY INTERSECTION IMPROVEMENTS(2020-2024) r.V Pasco County Transportation *-h��LANDSCAPING PENNY FOR PASCO PROJECTS O PENNY FOR PASCO INTERSECTION IMPROVEMENTS 'Capital Improvement Projects `tires FOOT FUNDED SIDEWALK PROJECT �q SIGNALIZATION PROJECTS 2020-2029 6'W TRANSPORTATION IMPROVEMENTS(STATE FUNDED) CR,xnr D> to21rois FOOT PROJECTS O FOOT ROUNDABOUT INTERCHANGE Cma,.f e. KDr i1 (Con.b—tioa Ontrida 5 Year CIP-Date Tenfad") Q COUNTY ROUNDABOUT -' MOBILITY FEE COLLECTION/BENEFIT DISTRICT J BRIDGE _ c.. :.s•e.sT r..•+n.n .a.-.�.,w�.. w.,., ...... .... ti..... w,:w x. Do v _ INTERSECTION ANALYSIS LAMM LINCKS & ASSOCIATES, KHC. Timings OGU5�020 Eil �d �� Si Rd Lane Configurations t t Traffic Volume(voh) 226 881 676 36 94 304 Future Volume(vph) 226 981 678 36 94 304 Confl.Pads.��r.�, Cunfl.Bikes(#/hr) Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Growth Factor 100% 100% 100% 100% 100% 100% Heavy Vehicles(%) 2% 2% 2% 2% 296 2% Bus 8|ockagox(#hr) 0 O O O O 0 Parking (#hr) Mid-Block Traffic %) 0% 0% 096 Shared Lane Traffic 86\ Turn Type pm+pt NA NA Ponn Perm Over Protected Phases 7 4 .8 7 Permitted Phases 4 8 8 Detector Phase 7 4 8 8 6 7 Switch Phase Minimum Initial(s) 5.0 5.0 5.0 6.0 5.0 5.0 Minimum Split 9.5 23.6 23.5 23.5 23.5 9.5 Total Split(s) 24.0 82.0 68:0 68.0 28.0 24.0 Total Split(%) 20.0% 76.7% 567% 56J% 23.3% 20.0% Yellow time kA 3.5 3.5 3.5 3.6 3.5 3.5 All-Red Timo(s) 1.0 2.0 2.0 2.0 2.0 1.0 Lost Time AduokA 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Timo(s) 4.5 6.5 6.6 5.6 5.5 4.6 Lead/Lag Lead Lag Lag Lead Loud'LogOptimize? Yes Yes Yes Yea Recall Mode None None None None Min None / Act Effct Green(o) 52.4 51.3 342 34.2 10.5 12,2 Actuated g/CRatio 0.71 0.70 0.46 0.48 0.14 0.17 wtRoUo 0.57 0.82 0.85 0.06 0.41 0.61 Control Delay 14.0 14.1 FJ 3.0 38.0 10.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 total Delay 14.0 14.1 27.7 3.8 38.8 10.0 LOS B B C A O B Approach Delay 14.1' 26.6 16.8 AppmuchLOS B C B Cycle Length: 120 Actuated Cycle Length:73.6 Natural :0O Control pActuated-Uncoordinated Maximum wt Ratio:0.8@ Intersection Signal 18�' '|ntersoctionLDG:B Intersection Capacity Utilization G8.2% ICU Level of Service C | Analysis Period hnin\16 AM PEAK HOUR-SCENARIO 1'2028 BACKGROUND PLUS PROJECT TRAFFICO2/1912020 Synchro1OReport KE Page Timings 25: Eiland Blvd & Simons Rd 06/15/2620 Splits and Phases: 25:Eiland Blvd&Simons Rd '�04 06 07 08 AM PEAK HOUR-SCENARIO 1-2028 BACKGROUND PLUS PROJECT TRAFFIC 02/19/2020 Synchro 10 Report - KE Page 2 Timings 25: Eiland Blvd & Simons Rd 02102/2021 7, T 4� 11 6 Wlt 7ro U_�, T_t T 17 Lane Configurations + 34-6--- 1%08,8.1:,- . 107- 3 "�:3687 TA16 ­j 6 y.ql4me(YpO 3 - ------- ...... Future Volume.(yph) 346 883 1088 107 63 308 Confl.Peels. Confl.Bikes(#/Ihr).. P&ak Hour Factor 0.97 0.97 0..97,-:- 0:97- 0.97' .0.97:. Growth Factor 100% 100% 100% 100% 100% 2%.1 2%: '2% Upavy'Vehicles_(%q).: 2% - 2 Ovo Bus Blockages #/hr) 0 0 0 0 0 0 Parking..(i, #/-- ..hr Mid-Block Traffic(%) 0% 0% 0% "s,har6d, Lane-Traffic*':?6/.,i-,-.T Turn Type pm+Rt__ NA NA Perm Perm Over '4- ...'8 Permitted Phases 4 8 6 Detector 7 ' 4. - 8: � . -, -6 P , 7 7., 8. - Switch Phase inimu 5-0 5'0': 5-.'0, 5 O Minimum Split(s) 9.5 23.5 23.5 23.5 23.5 9.5 Total 7- 73:0 :24.0,, 23.0 Total Split(%) 19.2% 80.0% 60.8% 60.8% 20.0% 19.2% 3�6, 3 ;5 5;' Y. --------- All-Red Times 1.0 2.0 2.0 2.0 2.0 1.0 ..0 Total Lost Time(s) 4.5 5.5 5.5 5.5 5.5 4.5 � L' g Tea L! Lead-Lag Optimize? Yes Yes Yes Yes Recall Mode None . ..--wo­n-e-- .-A-on'6`.- �n ,, Act Effct Green(s) 91.6 90.6 67.6 67.6 9.4 18.5 .-,L0!.§,1 0. v/c Ratio 0.98 0.60 0.99 0.11 0.43 0.62 -121" Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 2.4.7., • -6• LOS E A D A E B Approach LOS C l D C IhWgda Fri Cycle.Length: 120 7 7 .7 771,7 -.7 a Natural Cycle: 150 Tn n7:7 ------ ControlT Uncbor ina Maximum v/c Ratio:0,99 �66rsebtlon Int&section iritersection Capacity Utilization 93.5_% . ICU Level of Service F 77 A 0 PM PEAK HOUR-SCENARIO 1-2028 BACKGROUND PLUS PROJECT TRAFFIC 02/19/2020 Synchro 10 Report KE Page 1 Timings 25: Eiland Blvd & Simons Rd 02/02/2021 Splits and Phases: 25:Eiland Blvd&Simons Rd —4 64 96 5 24�s;�i�i'��1:"_` 23'sC �:��' 73ts"`�i�'ii�'n�t3" f�°' # .•` PM PEAK HOUR-SCENARIO1-2028 BACKGROUND PLUS PROJECT TRAFFIC 02/19/2020 Synchro 10 Report KE Page 2 Queuing and Blocking Report 01/29/2021 Intersection: 25: Eiland Blvd & Simons Rd Movement - - EB'TV EB .WBr Directions Served L T T R L R Maximum Queue(ft) 146 239 353 � 91 236 210 Average Queue(ft) 75 97 226 22 115 156 95th Queue(ft) .149 20-5 371 113: 284- 239 Link Distance(ft) 1286 1944 1249 Upstream Blk Time(%) Queuing Penalty(veh) Storage Bay Dist(A) 160 320 : 200 Storage Blk Time O 2 2 2 0 9 -- - - Queuing Perfalty.(Veh) 15 4 1 0 9. AM PEAK HOUR-SCENARIO 1-2028 BACKGROUND PLUS PROJECT TRAFFIC SimTraffic Report KE Page 1 Queuing and Blocking Report 02/02/2021 Intersection: 25: Eiland Blvd & Simons Rd Directions Served L T T R L R Maximum'Queue(ft) -174 471. 674 -: 295 453' 218 Average Queue(ft) 134 212 402 81 227 192 ,741 . 280 :'266- Link Distance(ft) 1286 1944 1249 Upstream 81 Time (i )".Queuing.Pena-Ity,(yeh) Storage Bay_Pist,(ft).: 150- ...320, 200:: Storage Blk Time(%) 19 1 16 0 0 38 d fi ue 61 P b-n-a-It y��h)'j -'-1164 0 24.� y( PM PEAK HOUR-SCENARIO 1-2028 BACKGROUND PLUS PROJECT TRAFFIC SimTraffic Report KE Page 1 FDOT STANDARD PLANS INDEX 711-001 ( O. MCKS & ASSOCIATES, BB C. 6' e t Marking 1Sea r TURN LANES • CURBED AND UNCURBED MEDIANS Mooeta 2 1S 2S URBAN CONDITIONS AURAL CON07IONS Pasted Brake To Tatat Brake To Tatat Clearance Clearance Clearance rang Distance St p Decet. Distance Stop Deco). Distance Taper SO (mpSpehl Oi6tanr! Distance DisCanre Distance Begin Lana Line 6•White � L, Stop Bar((t Requlred) L, Lr L L. Lr L Lr Queue Length•• G x90 TO' 7S IaS }1D ^-- — 35 80, TS ISS 120' — — 40 as, 1017 18S 13Y —� -- SINGLE LEFT TURNS ••Dueee Length is Measured From 45 104 139 2+0' 160, IesW 160' The Median Nose Radfat Paint Or. 50 129 — �290' tgS When A.Stop Bar is Required.From The Stop Bar. SS 14.7 -- 23O 6'Pavement H6Yk11p (See Note 2) X60 170' -- — 220' IS 6•White �1 NOTE:When Installing tape Nnes for turn longs,use the dfinensfoos In Me Plans, t or use the above values for turn lanes net dimensioned!n the Plans. �4 Begin Lane L(fle 1 Arrow Less Than 72S Taper 10P Begin Lane Line I^----j Lt queue Length Lr (Measured From Stop Bar Location) 6•White 2S L 2 A,-..% varies 1?S to 223 i 61 Pavement Marking 24'White(Trp)6•White 5•Hfn, 2S (See Note 2) IS /2'White(3'-97 r �a S 6•White 3 Arrows re Gater Than 223'fSee Note 4) 12'White R •S•Mtn. ( •S-Min, •S'Min. •S.Min. ' 25' ( 6-White it -S-'Mi.. f 'S'Min. 25'i Through Lane Becomes Exclusive Laffturn 1 ARROW SPACING 6-Pavement Narking (See Nate 21 NOTES: 1.This Index also applies to right turn tones. f 6'White Jol2.Make pavement marking yellow tar left-turn lanes and white for right-turn Wes. 3.See Sheet I far-S•value. 4.Space arrows evenly,between the first and Through Lane Becomes Optional Left Turn last arrow with a minimum spacing of•s between arrows. DOUBLE LEFT TURNS S.far turn tones greater than 225'Jn length, use a minimum or three arrows.Use additional arrows in accordance with the Plans or as S directed by the Engineer.Space arrows evenly throughout the available length with a minimum spacing of-S•between arrows. TURN LANIF MARKINGS L45T 20 DESCRIPTION: FY 2020-2I INDEX �Of 1'REv15roN F �TS7 ANDARD PLANSPAVEMENT MARKINGS 23 CITY OF ZEPHYRHILLS ROW # SWFWMD PERMIT APPLICATION # PASCO COUNTY R/W PERMIT # Intersection Improvements _ z 1 JACKSONVILLE _ WITAr. AAkSSEE W PENSA COLA''. -' - �/ PANAMA CITY* :- { Z w FOR V)LU W CAIN E Z �OCALA AYTONA BCH. < CO 0 TITUSVILLE Eiland U 0. w a 9 . _0 bRLA ID T N I TAMPAz Simons Road Blvd U) Q O U) J J M ST.PETERSBURG ;; a - L � �� 1 FT.PIERCE < 0) i— ¢ � Abbott Square CAPE F?MYERS V J W Q IZ cal CORAL FT.LAUDERDALE ZO U MIAMI `O City of Ze h rhills & Pasco County Right of Way z Z p Y KEY WEST PROJECT SITE PREPARED FOR N ° Lennar Homes, LLC 4600 W. Cypress St, Suite 200 Engineer: INDEX David Desilet,Pa n R1 Cover Sheet 5023 W.Laurel St `" W DDS` Digitally signed by David a Tampa,FL 33607 SURVEYOR'S NOTES: Digitally F = W Desilet R2 Layout Plan Rosecas (813)841-3050 1) BEARINGS SHOWN HEREON ARE BASED ON THE WEST RIGHT OF WAY LINE OF ' ddesilet@iincks.COm SIMONSROADASSHOWNHAVINGABEARINGODS02°20'29"W. Na_247b'J -.'* DN:c=US,o=Lincks and R3 Typical Sections 2) ELEVATIONS SHOWN HEREON ARE BASED ON NATIONAL GEODETIC SURVEY MARK =* * , Developer: "N-67B"HAVING A PUBLISHED ELEVATION OF 88.95 FEET NAVDBB. .� - Associates Inc., 3) THIS SURVEY HAS BEEN PREPARED WITHOUT THE BENEFIT OF AN ABSTRACT OR to: R4-5 General Notes L A Lennar Homes,LLC TITLE COMMITMENT AND IS SUBJECT TO ANY DEDICATIONS.LIMITATIONS, 'moo'.- STA/EOF ,.2�` ou=A0 1427E00000 1 6A22 A T S 4600 W.Cypress St,Suite 200 RESTRICTIONS,RESERVATIONS AND/OR EASEMENTS OF RECORD.NO c�., Ft OH+Ot �j. p si E��� 702F3F000004A6, R6 SWPPP Notes Tampa,FL 33607 INSTRUMENTS OF RECORD REFLECTING EASEMENTS,RIGHTS OF WAY,AND/OR � Of.JAL �+ OWNERSHIP WERE FURNISHED THIS SURVEYOR EXCEPT AS SHOWN.4) THERE MAY BE ADDITIONAL EASEMENTSAND/OR RESTRICTIONSAFFECTING THIS cn=David W Desilet r, _�__/fr 1;71'=` Surveyor: R7-9 Demolition Plan y PROPERTY THAT MAY NOT BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. t Hamilton Engineering& 5) THIS SURVEY IS A REPRESENTATION OF EXISTING FIELD CONDITIONS AT THE TIME % Date:2021.03.11 11:21:45 Surveying,Inc. OF THE FIELD SURVEY DATE AND IS BASED ON FOUND EXISTING MONUMENTATION [f + R10-12 Roadway Plan A C.ciui'ttr • Aaron J.Murphy,PSM IN THE FIELD. L 3409 W Lemon St 6) THE TREES SHOWN HEREON WERE LOCATED UTILIZING METHODS ADEQUATE FOR -05,00' S I L Vr E ` THEIR ACCURATE TE LOCATION AND IDENTIFICATION.HOWEVER,THIS COMPANY AND R13-15 Signing&Pavement Marking Plans DaV Ila Xephy ills 9 Tampa,FL 33609 THE SIGNING SURVEYOR RESERVES THE RIGHT TO VERIFY THE LOCATION OF ALL 813-250-3535 TREES CRITICAL TO THE DESIGN OF BUILDINGS,PARKING AND OTHER PERMANENT 2020-21 FDOT STANDARD PLANS R16-21 Cross Sections Shannon s Produce DI. SI S FEATURES.IT IS THE RESPONSIBILITY OF THE DESIGN PROFESSIONAL TO INFORM THIS COMPANY AND/OR SIGNING SURVEYOR OF ANY TREES CRITICAL TO THEIR @1Vs1— F/ Z U•• DESIGN SO THAT THOSE TREES CAN BE VERIFIED PRIOR TO THE COMPLETION OF Maintenance of Traffic shall be per FDOT Standard Plan Indices: -27 DetaIIS Eiland Blvd circle i( THE DESIGN. 102-000,102-005,102-010,102-015,and 102-045 7) ALL GROUND ELEVATIONS ARE TO BE INTERPRETED TO THE NEAREST ONE TENTH 9 Zephyrhills Lions Club OF AFOOT Athrsr GOVERNING STANDARDS AND SPECIFICATIONS: VICINITY MAP Florida Department of Transportation,FY 2020-21 Standard Plans for Road and Bridge Construction and applicable Interim Revisions(IRS). SECTION 4,TOWNSHIP 26 SOUTH, RANGE 21 EAST This item has been electronically signed DATE: SIGNED: JO8 Standard Plans for Road Construction and associated IRS are available at the following website: and sealed by David W.Desilet P.E.# 02/23/2021 CITY OF ZEPHYRHILLS, PASCO COUNTY, FLORIDA ,,, s.lwwwfdot ov/desi n/s and lans 24760usinga Digital Signature.The date REVISION SI of the digital seal is shown on the cover APPLICABLE IRs:IR536-001-01,IR521-001-01 page. Project Area: 1.40 Ac. Standard Plans for Bridge Construction are included in the Structures Plans Component Printed copies of documen t dt are not considered signed and sealed Impervious Increase to Pond: 0.041 Ac. Florida Department of Transportation, July 2019 Standard Specifications for Road and Bridge Construction at the and the signature must be verified on following website: any electronic copies. David W.Desilet Impervious Increase to Eiland: 0.046 Ac. htt s//www fdot.•ov/ ro rammana ement/Im lemented/$DecsBOOks PE No. 24760 J OF ,`+c (nOM Vo 0' 100' 200' w M n 0 - I Iii _ I 0 o— . a0< O J0NNL I I SCALE: 1" = 100' U o i z J III I M x ND I I I N 0 '^ I O)� 000 N ❑ ❑ I I I z z W II O ❑ ❑ U o Hi I I i Abbott Square Q- c TURN LANE 12 14 16 18 20 :� - - - - OO 425' I !ar Q - - L1 TT11 -_ - Simons Road N 01° 46' 34" E c5 I; A (Zephyrhills R/W) 2648.46 I I . ... . . l i I U II N II I I I I NII I I i i signed P.E.#24760 using a Digital Signature. The date of the digital seal is shown on i the cover page. Printed copies of this I I document are not considered signed I i I and sealed and the signature must be verified on any electronic copies. SHEET R2 U I ti CURB z O — a `)o rnmrnvo W o)omu 60' EXIT R/W 4.. Q Lol QC1 SEE PAVEMENT 7 CAP C SECTION U a"'m D0C__________________ __________________________________ /0,-)] o J o NNL 4-I--t ]]' 10' 10' Q o�`� � I 3 DD CO; Ca7v� V x BASE UNDER CURB DETAIL Y N.T.S. z [n12" \ _ - - - _2'0/° �n \ EXISTING FULL DEPTH J LANE WIDENING EXIST. ROADWAY PAVEMENT TO REMAIN L P i P(SAW CUT&REMOVE FRICTION COURSE N AND TOP LIFT OF STRUCTURAL COURSE) I' MIN.EXTENSION OF FRICTION AND FINAL C C C SP LAYER STRUCTURAL COURSE ACROSS CI a PAVEMENT WIDENING JOINT(NOT SHOWN W J ON PLAN VIEW) STABILIZATION SAWCUT PAVEMENT (LBR 40) EXIST. TRAVEL LANE N ❑ EXIST. BASE 0 0 O SAWCUT DETAIL N Simon. Road N.T.S. Now o ❑ z z TYP. SECTION STA 10+52 TO 14+78Cl) UI Y ¢ w Q = ED W W Simons Road c c TYP. SECTION > (Z DESIGN SPEED = 35 MPH .W POSTED SPEED = 30 MPH o WIDENING SN # - 12" TYPE B STABILIZATION (LBR 40) OR ALTERNATE * 0.96 00 8.5" LIMEROCK BASE (LBR 150) WITH 1.53 TYPE SP-12.5 STRUCTURAL COURSE (2.5") (PG 76-22) 1.10 N �: AND SURFACE COURSE SP-9.5 (1") (PG 76-22) 0.44 i O OR TOTAL 4.03 .D 12" TYPE B STABILIZATION (LBR 40) OR ALTERNATE * 0.96 8.5" RECYCLED CONCRETE AGGREGATE (LBR 150) WITH 1.53 TYPE SP-12.5 STRUCTURAL COURSE (2.5") (PG 76-22) 1.10 AND SURFACE COURSE SP-9.5 (1") (PG 76-22) 0.44 TOTAL 4.03 * 6" ADDITIONAL BASE MAY BE z O USED IN LIEU OF STABILIZATION LI This item has been electronically signed and sealed by David W. Desilet P.E.#24760 using a Digital Signature. The date of the digital seal is shown on the cover page. Printed copies of this document are not considered signed and sealed and the signature must be verified SHEET on any electronic copies. R3 GENERAL NOTES CONTRACTOR'S PROPOSED RESOLUTIONS SHALL BE BROUGHT TO THE U ENGINEER'S ATTENTION FOR APPROVAL. Z EFFORT SHALL BE TAKEN DURING CONSTRUCTION TO 1) THE CONTRACTOR SHALL VERIFY CONTROL POINTS FOR LINE AND GRADE 19) ALL PRACTICABLE co N a� PRIOR TO CONSTRUCTION. CONTROL AND PREVENT EROSION AND TRANSPORT OF SEDIMENT MATERIALS LLI 2) LOCATION, ELEVATION, AND DIMENSIONS OF EXISTING UTILITIES, TO INLETS, SURFACE DRAINS, WETLANDS AND LAKE AREAS. THE o 0 104 STRUCTURES, AND OTHER FEATURES ARE SHOWN IN ACCORDANCE WITH CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RESTORATION EFFORTS 0UIRED MAY BE RE REQUIRED. THE BEST INFORMATION AVAILABLE AT TIME OF THE PREPARATION OF THAT O _j CNN THESE PLANS BUT DO NOT PURPORT TO BE ABSOLUTELY CORRECT. 20) THE CONTRACTOR IS TO CONTROL ALL FUGITIVE DUST ORIGINATING ON THIS 3) THE CONTRACTOR SHALL VERIFY THE LOCATION, ELEVATION, AND PROJECT BY WATERING OR OTHER METHODS AS REQUIRED. Uj v DIMENSIONS OF ALL EXISTING UTILITIES, STRUCTURES, AND OTHER 21) THE CONTRACTOR SHALL NOT ENTER UPON OR IN ANY WAY ALTER THE FEATURES AFFECTING HIS WORK AND SHALL COMPLY WITH ALL STATE, WETLAND/CONSERVATION AREAS THAT MAY BE OFF SITE. ALL WORK IN THE ozS COUNTY, AND LOCAL ORDINANCES AND OBTAIN ANY NECESSARY WORK VICINITY OF OPEN WATER AND/OR WETLANDS IS TO BE PERFORMED IN Y PERMITS THAT MAY BE REQUIRED PRIOR TO CONSTRUCTION. COMPLIANCE WITH THE ENVIRONMENTAL REGULATIONS AND/OR PERMITS U 4) THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE FOR THE SITE. THE CONTRACTOR WILL BE RESPONSIBLE FOR ANY FINE z COORDINATION OF CONSTRUCTION SCHEDULING BETWEEN THE CONTRACTOR RESULTING FROM HIS VIOLATION OF ANY REGULATIONS OR PERMIT J AND ALL UTILITY AGENCIES. THE CONTRACTOR SHALL ADJUST HIS CONDITIONS. SCHEDULE TO COINCIDE WITH OTHER REQUIRED UTILITIES. 22) ALL DISTURBED AREAS SHALL BE SODDED, UNLESS OTHERWISE NOTED, 5) THE ENGINEER RESERVES THE RIGHT TO PERFORM QUALITY ASSURANCE AFTER REGRADING. TESTING ON ALL MATERIALS DELIVERED TO PROJECT. 23) IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ESTABLISH IN THE c ; FIELD RIGHT OF WAY LINES, BASE LINES, BENCH MARKS (ELEV.), CENTER 6) IN THE EVENT UNSUITABLE MATERIAL IS ENCOUNTERED DURING " EXCAVATION IT IS TO BE REMOVED FROM THE SITE EXCEPT THAT IT MAY LINES, AND STATIONING AS REQUIRED TO CONSTRUCT THIS PROJECT. W BE USED TO FLATTEN SLOPES IN AREAS APPROVED BY THE ENGINEERS. 24) CONTRACTOR SHALL COORDINATE AND REIMBURSE THE APPROPRIATE 7) OVERALL CLEANUP SHALL BE ACCOMPLISHED BY THE CONTRACTOR IN OVERHEAD UTILITY COMPANY FOR REQUIRED SUPPORT OF UTILITY POLES ACCORDANCE WITH COUNTY, CITY AND/OR FDOT STANDARDS OR AS WHERE CONSTRUCTION MAY CAUSE THE POLE TO LOSE ITS SELF N p DIRECTED BY THE ENGINEER. ANY AND ALL EXPENSES INCURRED FOR SUPPORTING ABILITY. N Q 0 THIS WORK SHALL BE INCLUDED IN THE UNIT PRICE BID FOR OTHER 25) SPECIAL PIPE FOUNDATIONS, IF REQUIRED, SHALL BE DETERMINED IN THE N ITEMS. FIELD AND THE TYPE REQUIRED WILL BE AS DIRECTED BY THE ENGINEER. 8) THE CONTRACTOR SHALL ENDEAVOR TO PROTECT PRIVATE PROPERTY. ANY 26) FINISHED GRADE FOR GROUND ELEVATIONS ON DRAWINGS REFER TO GRADE z z Y DAMAGE CAUSED BY THE CONTRACTOR IN THE PERFORMANCE OF HIS WORK AFTER SODDING. 53 ¢ w SHALL BE CORRECTED TO THE SATISFACTION OF THE ENGINEER AT THE 27) ALL ELEVATIONS ARE NAVD (1988). CONVERSION FROM NAVD 88 TO NGVD 29 CONTRACTOR'S EXPENSE. PAYMENT SHALL NOT BE MADE FOR THIS WORK. = 0.82 FEET. 9) ANY DAMAGE TO STATE, COUNTY, OR LOCAL ROADS CAUSED BY THE 28) ALL EXISTING DRAINAGE STRUCTURES WITHIN THE RIGHT-OF-WAY SHALL CONTRACTOR'S EQUIPMENT AND OPERATORS SHALL BE REPAIRED BY THE REMAIN UNLESS SHOWN ON THE PLANS TO BE REMOVED. CONTRACTOR TO THE SATISFACTION OF THE ENGINEER. PAYMENT SHALL 29) THE CONTRACTOR SHALL BE RESPONSIBLE FOR IMPLEMENTING AND NOT BE MADE FOR THIS WORK. MAINTAINING MEASURES TO MITIGATE ADVERSE IMPACT OFF-SITE. THE (/)- 10) ANY U.S.C. AND G.S. MONUMENT WITHIN LIMITS OF CONSTRUCTION SHALL BE CONTRACTOR SHALL PROVIDE EROSION AND SEDIMENT CONTROL WHERE PROTECTED BY THE CONTRACTOR. IF IN DANGER OF DAMAGE, THE SHOWN ON THE PLANS AND WHERE NECESSARY. BALED HAY OR STRAW C m CONTRACTOR SHALL NOTIFY: BARRIERS AND SILT FENCE SHALL BE PROVIDED PER FDOT INDEX NO. 102. 30) CONTRACTOR TO RAISE ALL VALVE BOXES AND MANHOLES AS NEEDED DUE E FLORIDA'S STATE GEODETIC ADVISOR TO CONSTRUCTION. C RONNIE L. TAYLOR AND RANDY WEGNER 31) THE STORAGE OF MATERIALS, SOIL OR HEAVY EQUIPMENT SHALL NOT BE > Cz C/O FLDEP, BUREAU OF SURVEY AND MAPPING, MS 105 PERMITTED IN AREAS IN OR ADJACENT TO TREE BARRICADES. 0 3900 COMMONWEALTH BLVD. 32) THE CONTRACTOR SHALL COMPLY WITH OSHA'S STANDARDS 29 CFR, PART QW TALLAHASSEE, FL 32399 1926, SUBPART CC FOR VERTICAL AND HORIZONTAL CLEARANCES TO THE TELEPHONE: (850) 245-2606 OVERHEAD DISTRIBUTION AND TRANSMISSION POWER LINES. E a FAX: (850) 245-2645 33) PRIOR TO THE REMOVAL OF ANY MATERIALS THE AREA MUST BE SAW-CUT — D (HTTP://WWW.NGS.NOAA.GOV/ADVISORS/FLORIDA.SHTML) TO PREVENT ANY DAMAGE TO THE ROADWAY. 00 11) CONSTRUCTION OF POTABLE WATER AND SANITARY SEWAGE SYSTEMS ARE V TO INCLUDE CONNECTION TO EXISTING FACILITIES AS SHOWN. N (n 12) COMPACTION FOR PIPE BACKFILL SHALL COMPLY WITH AASHTO AND FDOT. (n C 13) FLORIDA STATUTE REQUIRES A MINIMUM OF 2 DAYS AND A MAXIMUM OF 5 i r) DAYS NOTICE BEFORE A CONTRACTOR MAY EXCAVATE. THE CONTRACTOR SHALL CALL SUNSHINE 1-800 432-4770 BEFORE EXCAVATION SHALL •— COMMENCE. —U) 14) ALL FILL UP TO THE SPRING LINE OF THE PIPE MUST BE HAND TAMPED. 15) CONTRACTOR SHALL EMAIL TO THE ENGINEER FOR REVIEW, PDF'S OF SHOP DRAWINGS ON BID ITEMS (FIRE HYDRANTS, VALVES, PIPES, INLETS, MANHOLES, PUMPS, CONTROL PANELS, LIGHT FIXTURES, PLUMBING FIXTURES, ETC.). THE CONTRACTOR SHALL ALLOW A MINIMUM OF 5 DAYS FOR REVIEW OF SHOP DRAWINGS. APPROVAL OF SHOP DRAWINGS IS REQUIRED PRIOR TO INSTALLATION OR CONSTRUCTION. SUBSTITUTION OF SPECIFIED ITEMS, IF REQUESTED, WILL BE EVALUATED BY THE PROJECT ENGINEER. 16) THE CONTRACTOR SHALL SELECT A LOCAL TESTING LABORATORY FOR OFF SITE TESTS, SUCH AS: CONCRETE STRENGTH, SLUMP, DENSITIES OR LBR OF ROADBEDS, ETC.. COPIES OF ALL TESTS SHALL BE SENT TO THE ENGINEER AND/OR ARCHITECT WITHIN 10 DAYS OF THE TESTS. ALL z TESTS WILL BE AT THE EXPENSE OF THE CONTRACTOR. THE CONTRACTOR o SHALL PERFORM TESTING ON ALL DRIVEWAYS IN ACCORDANCE WITH COUNTY 5 AND F.D.O.T., TESTING REQUIREMENTS. 17) THE CONTRACTOR SHALL CONTACT THE ENGINEER'S OFFICE IMMEDIATELY ON ANY CONFLICTS BETWEEN WHAT IS SHOWN HEREIN AND ACTUAL CONDITION DISCOVERED DURING CONSTRUCTION OF ANY IMPROVEMENTS SHOWN ON THE DRAWINGS. 18) PRIOR TO BEGINNING WORK, THE CONTRACTOR SHALL EXPOSE ALL EXISTING UTILITIES TO BE EXTENDED OR CROSSED. ANY CONFLICTS AND THE SHEET R4 ROADWAY CONSTRUCTION NOTES ALLOW ANY SECTION TO BE LESS THAN 4 FEET IN LENGTH. CONSTRUCT (j „ EXPANSION JOINTS AT ALL INLETS, AT ALL RADIUS POINTS AND AT OTHER Z 1) PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL OBTAIN FROM THE LOCATIONS INDICATED ON PLANS. LOCATE AT INTERVALS OF 500 FEET N BETWEEN OTHER EXPANSION JOINTS OR ENDS OF A RUN (COLD JOINT). ENGINEER OR OWNER A COPY OF ALL PERTINENT PERMITS RELATED TO THIS PROJECT. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ASSURE THAT INSURE THAT THE JOINT IS 0.5 INCH IN WIDTH. H o f°o• o( ALL CONSTRUCTION ACTIVITIES ARE IN COMPLIANCE WITH THE CONDITIONS 17) DISTURBED AREAS MUST BE PROPERLY STABILIZED, INCLUDING GRADING, () o m m OF ALL PERMITS AND APPROVALS. CONTRACTOR IS ALSO RESPONSIBILE FOR COMPACTING, AND SODDING. J L N N t HAVING HIS DEWATERING PLAN APPROVED BY SWFMMD. 18) NO TRACK TYPE EQUIPMENT WILL BE ALLOWED ON ASPHALTIC OR CONC. jE 2) ALL CONSTRUCTION, MATERIALS AND WORKMANSHIP ARE TO BE IN SURFACES. ACCORDANCE WITH PASCO CO. LAND DEVELOPMENT CODE AND FOOT 19) NO DEWATERING SHALL OCCUR WITHOUT WRITTEN APPROVAL BY THE PUBLIC Q o°r0°' SPECIFICATIONS, LATEST EDITIONS. WORKS DIRECTOR. WHERE DEWATERING IN THE RIGHT OF WAY IS °6 a t.•. 3) GRASS AND MULCH, OR SOLID SOD, ALL AREAS IN EXISTING RIGHTS-OF-WAY PROPOSED, IT MUST BE ACCOMPANIED BY A PLAN TO INSURE THERE IS NO (0 h °� L: DISTURBED BY CONSTRUCTION. IN THE PROPOSED RIGHTS-OF-WAY A 16" SEDIMENT TRANSFER, PUMPED WATER IS UNCONTAMINATED. O WIDE AREA BEHIND THE BACK OF CURB SHALL BE SOLID SODDED. THE 20) NO OPEN CUTS WITHOUT SPECIFIC APPROVAL FROM THE PUBLIC WORKS REMAINDER OF THE PROPOSED ROW TO BE SEEDED AND MULCHED IF THE DIRECTOR. _l SLOPE IS GREATER THAN 6:1. 21) INLETS TO STORM SEWERS SHALL BE PROTECTED BY SUITABLE FILTERING 4) IN ACCORDANCE WITH THE UNDERGROUND FACILITY DAMAGE PREVENTION DEVICES DURING CONSTRUCTION TO KEEP POLUTANTS FROM ENTERING SYSTEMS. AND SAFETY ACT (CHAPTER 556, F.S.) THE CONTRACTOR SHALL CALL THE CONVEYANCE SUNSHINE STATE ONE CALL OF FLORIDA AT 1-800-432-4770 48 HOURS 22) UPON APPROVAL DIRECTIONAL DRILLING AND JACK & BORE SHALL BE THE m PRIOR TO ANY EXCAVATION. ONLY ACCEPTABLE METHOD OF TRAVERSING UNDER A COUNTY ROADWAY. ANY c i 5) SOD/SEED &: MULCH SHALL BE PLACED IN ACCORDANCE WITH APPLICABLE METHOD OTHER THAN HAND TRENCHING OR MECHANICAL SHOVEL FOR W [ COUNTY STANDARDS AS WELL AS IN ACCORDANCE WITH STANDARD AND PLACING UTILITY IN RIGHT OF WAY SHALL BE SUBMITTED FOR COUNTY SPECIFIC CONDITIONS IN THE SWFWMD PERMIT, IF APPLICABLE. AT A APPROVAL MINIMUM THIS SHALL INCLUDE SODDING OF ALL POND EMBANKMENTS OF A 23) ALL UTILITY LINES WITHIN THE RIGHT-OF-WAY SHALL BE PLACED A N p SLOPE 4:1 OR GREATER TO THE NW LINE. AS WELL AS SEEDING AND MINIMUM OF 36" UNDER THE ROADWAY AND A MINIMUM OF 30" UNDER N O NON-TRAFFIC BEARING SURFACES. MULCHING OF THE BALANCE OF THE POND TRACTS INCLUDING POND BERMS, 24) UNLESS THE UTILITY GOVERNING REGULATION DIRECTS FURTHER, A n1 ❑ ❑ EXCLUDING THE AREA BELOW NW). 6) PRIOR TO BEGINNING CONSTRUCTION, CONTRACTOR SHALL EXPOSE ALL MINIMUM TWELVE INCH SEPARATION FROM ANY STORMWATER STRUCTURE OR z z EXISTING UTILITY INVERTS TO WHICH A TIE-IN IS PROPOSED AND HAVE PIPE SHALL BE REQUIRED. r❑-n a W i ENGINEER VERIFY THE ELEVATION AND ADEQUACY OF THESE INVERTS. 25) ALL DISTURBED AREAS OUTSIDE THE 2:1 ROADWAY CONTROL LINE o 0 0 7) ALL SUBSURFACE CONSTRUCTION SHALL COMPLY WITH THE "TRENCH SAFETY (SHOULDER) SHALL BE COMPACTED TO FIRMNESS EQUAL TO THAT OF THE ACT". THE CONTRACTOR SHALL ENSURE THAT THE METHOD OF TRENCH SOIL ADJACENT TO THE TRENCH AND REPLACED WITH SOD. PROTECTION AND CONSTRUCTION IS IN ACCORDANCE WITH OSHA 26) ALL BACKFILL SUB-BASE, BASE AND ASPHALT SURFACE RESTORATION REGULATIONS. SHALL COMPLY WITH THE LATEST PASCO COUNTY SPECIFICATIONS OR AS 8) SILTATION ACCUMULATIONS GREATER THAN THE LESSER OF 12 INCHES OR OTHERWISE APPROVED BY THE COUNTY ENGINEER OR HIS DESIGNEE. ONE-HALF THE DEPTH OF THE SILTATION BARRIER SHALL BE IMMEDIATELY 27) IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO REMOVE AND Z+ J REMOVED AND PLACED IN UPLAND AREAS. RELOCATE ALL TRAFFIC CONTROL DEVICES DURING THE CONSTRUCTION C 9) DRAINAGE STRUCTURES SHALL HAVE FORMED INVERTS A MINIMUM OF SIX PHASE. AFTER CONSTRUCTION IS COMPLETE THE DEVICES WILL BE (6) INCHES ABOVE THE FLOW LINE TO PROPERLY DRAIN INLET BOTTOMS. REINSTALLED TO THE ORIGINAL LOCATION. ANY DAMAGED DEVICES WILL BE E V PIPES TO BE CUT FLUSH WITH THE INSIDE WALL. THE MINIMUM COVER OF THE RESPONSIBILITY OF THE CONTRACTOR TO REPLACE. PIPE IN SWALE AREAS SHALL BE ONE (1) FOOT. 28) SIDEWALKS WILL BE CONSTRUCTED WITHIN THREE (3) DAYS AFTER J Co 10) REFER TO FOOT STANDARD PLAN 425-001 FOR FILTER FABRIC WRAP ON REMOVAL AND SAFE PEDESTRIAN TRAFFIC WILL BE MAINTAINED AT ALL Q GROUTED PIPE TO STRUCTURE JOINT. w TIMES. IF SIDEWALK IS REMOVED, IT WILL BE REMOVED TO THE NEAREST Q 11) REFER TO FOOT STANDARD PLAN 430-001 FOR PIPE FABRIC JACKETS. EXPANSION JOINT AND REPLACED PER FOOT STANDARD PLAN 522-001. ANY O� � 12) ALL STORM SEWER PIPES AND CULVERTS SHALL HAVE A MINIMUM OF SIX SIDEWALK, WHICH BECOMES UNDERMINED, MUST BE REMOVED AND E (6) INCHES OF COVER FROM OUTSIDE CROWN OF PIPE TO BOTTOM OF REPLACED. ROADWAY / SIDEWALK CONNECTIONS REPLACEMENTS MUST MEET -V ROADWAY BASE COURSE. THE MINIMUM COVER OF PIPE IN SWALE AREAS CURRENT A.D.A. STANDARDS AND FOOT STANDARD PLAN 522-002. C c L SHALL BE ONE (1) FOOT, UNLESS OTHERWISE APPROVED BY THE COUNTY. 29) NO WORK, EXCEPT FOR EMERGENCY TYPE. WILL BE PERFORMED AFTER 0 O 13) PERMITTEE SHALL PERFORM ALL TESTING REQUIRED. TESTING AND SUNDOWN AND BEFORE SUNRISE.CONSTRUCTION SHALL ADHERE TO THE MOST CURRENT VERSION OF THE V 30) THE IRRIGATION SYSTEM SHALL BE SET SO AS TO CAUSE NO ADVERSE PASCO COUNTY ENGINEERING SERVICES DEPARTMENT DESIGN STANDARDS IMPACT TO THE ADJACENT COUNTY MAINTAINED ROAD. (� c AND PASCO COUNTY ENGINEERING SERVICES DEPARTMENT TESTING 31) PRIOR TO THE START OF THE CLEARING AND GRUBBING, OR ANY SOIL i oc SPECIFICATIONS FOR THE CONSTRUCTION OF ROADS. STORM DRAINAGE, AND DISTURBANCE CONTACT PC STORMWATER MGMT AT (727) 834-3611 FOR A C UTILITIES. SUBMIT ALL TESTING TO PASCO COUNTY PROJECT MANAGEMENT SOIL EROSION AND SEDIMENT CONTROL PRE-INSPECTION MEETING. E DIVISION FOR ACCEPTANCE. 32) REQUIRED EROSION AND SEDIMENT CONTROL DEVICES SHALL ALWAYS BE IN 14) SIDEWALK SHALL BE INSTALLED PER FOOT INDEX 522-001. ROADWAY/ PLACE DURING CONSTRUCTION AND SHALL BE REMOVED ONLY AFTER SIDEWALK CONNECTIONS MUST MEET CURRENT A.D.A. STANDARDS AND STABILIZATION HAS BEEN ESTABLISHED. F.D.O. T. INDEX 522-002. A TWO FOOT CLEAR ZONE SLOPE NO MORE THAN 33) POTENTIAL UTILITY CONFLICT AREAS SHALL BE MARKED IN WHITE. SIX PERCENT ADJOINING THE SIDEWALK SHALL BE CONSTRUCTED THROUGHOUT ITS ENTIRETY. COMPACT FILL AREAS, INCLUDING CUT AREAS UNDER THE SIDEWALK THAT HAVE BEEN EXCAVATED MORE THAN 6 INCHES BELOW THE BOTTOM OF SIDEWALK TO A MINIMUM OF 95% OF AASHTO T99 48 HOURS BEFORE DIGGING DENSITY. THE AREA TO BE COMPACTED IS DEFINED AS THAT AREA DIRECTLY UNDER THE SIDEWALK AND 1 FOOT BEYOND EACH SIDE OF THE CALL SIDEWALK WHEN RIGHT-OF-WAY ALLOWS. SIDEWALKS SHALL BE CONSTRUCTED OF NATURAL COLORED CONCRETE AT LEAST 3000 PSI IN TOLL FREE STRENGTH, FIBER REINFORCED, AND FOUR (4) INCHES IN THICKNESS 1-800-432-4770 EXCEPT FOR DRIVEWAYS APPROACHES WHICH REQUIRE A MINIMUM OF SIX SUNSHINE STATE ONE CALL CENTER z (6) INCHES. g 15) ANY VALVE COVER OR UTILITY APPENDAGE PLACED WITHIN A SIDEWALK 5 SHALL ADHERE TO ALL ADA REQUIREMENTS. 303.2 VERTICAL. CHANGES IN LEVEL OF 1/4 INCH (6.4 MM) HIGH MAXIMUM SHALL BE PERMITTED TO BE VERTICAL 303.3 BEVELED. CHANGES IN LEVEL BETWEEN 1/4 INCH (6.4 MM) HIGH MINIMUM AND 1/2 INCH (13 MM) HIGH MAXIMUM SHALL BE BEVELED WITH A SLOPE NOT STEEPER THAN 1:2. 16) CURB CONTRACTION JOINTS SHALL BE SPACED AT INTERVALS OF 10 FEET EXCEPT WHERE CLOSURE REQUIRES A LESSER INTERVAL, BUT DO NOT SHEET R5 SEDIMENT AND EROSION CONTROL NOTES U '1. SEDIMENTATION AND EROSION CONTROL MEASURES WILL BE IN COMPLIANCE WITH FOOT STANDARDS. n 2. BEFORE THE BEGINNING OF CONSTRUCTION, NOTIFY COUNTY ENVIRONMENTAL MANAGEMENT STATE OF FLORIDA E&SC DESIGNER&REVIEWER MANUAL;LATEST EDITION:JULY 2013 w N m m v a W '- ''DEPARTMENT, WATER QUALITY DIVISION, WHO MAY REQUIRE A PRE-CONSTRUCTION INSPECTION OF Q ` O? Q SEDIMENTATION AND EROSION CONTROL. 3 v rn n< 5 o•,romc 3. TO PREVENT SEDIMENTARY RUNOFF DURING CONSTRUCTION, STAKED SYNTHETIC BALES, STAKED SILT O o SCREENS OR INLET DEBRIS CONTROL SCREENS ARE TO BE PLACED AT STORM INLETS, OUTFALL LOCATIONS FABRIC MATERIAL Cl) m li rq n�i AND ADJACENT PROPERTY LINES AS REQUIRED PRIOR TO ANY CONSTRUCTION ACTIVITIES. SEDIMENT AND 3 t7m OD: EROSION CONTROL DEVICES SHALL BE INSTALLED AND THEN VERIFIED/INSPECTED BY COUNTY NATURAL WHEN FABRIC IS INSTALLED IN RESOURCES DIVISION PRIOR TO COMMENCEMENT OF CONSTRUCTION. A TRENCH WITH COMPACTED o o X . SOIL, ANCHORS CAN BE 4. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING THE SEDIMENTATION BARRIERS IN A WORKING ATTACHED TO REDUCE THE OF "BLOWOUTS" z MANNER FOR THE DURATION OF CONSTRUCTION AND SHOULD BE CHECKED DAILY. SILTATION ACCUMULATIONS GREATER THAN THE LESSER OF 12 INCHES OR ONE-HALF OF THE DEPTH OF THE (NOT NEEDED IF "SLICING" J SEDIMENTATION BARRIER SHALL BE IMMEDIATELY REMOVED AND REPLACED IN UPLAND AREAS. IN METHOD IS USED) ADDITION TO SPECIFIED EROSION CONTROL LOCATIONS, THE CONTRACTOR SHALL PERFORM DAILY SITE INSPECTIONS FOR POTENTIAL EROSION PROBLEMS. IF PROBLEMS OCCUR, THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING APPROPRIATE EROSION CONTROL IMMEDIATELY. STORMWATER TREATMENT ' d t FACILITIES INCLUDING OUTFALL PER DETAIL ARE TO BE CONSTRUCTED EARLY IN SITE DEVELOPMENT S WITH NO OFF-SITE UNTREATED RUN-OFF OCCURRING DURING CONSTRUCTION. THE CONTRACTOR IS 24-IN. W RESPONSIBLE FOR REMOVING TEMPORARY EROSION CONTROL DEVICES FOLLOWING COMPLETION OF ALL MINIMUM HEIGHT CONSTRUCTION AND FINAL STABILIZATION. 5. CONTRACTOR TO KEEP CONSTRUCTION ACTIVITIES AND EQUIPMENT TO A MINIMUM AT OUTFALL — N 2 2 0 LOCATIONS WITH DISCHARGE TO EXISTING JURISDICTIONAL AREAS. FLOATING OR STAKED TURBIDITY — 0 0 0 BARRIERS MAY BE USED IN LIEU OF STAKED HAYBALES/SILT SCREENS WHERE WARRANTED. I N ❑ p 6. ALL EROSION CONTROL MEASURES SHALL BE MAINTAINED IN-PLACE UNTIL THE SITE HAS BEEN o w STABILIZED AND RE-VEGETATED. BACKFILL TRENCH STEEL OR WOOD - 0) < w POST INSTALLED I0 o c0i 7. CONSTRUCTION METHOD AND MATERIALS TO BE IN ACCORDANCE WITH SECTION 104-6 OF THE FLORIDA AFTER COMPACTION DEPARTMENT OF TRANSPORTATION STANDARD CONSTRUCTION SPECIFICATIONS. OF "SLICE" A) SYNTHETIC BALES MUST BE BUTTED CLOSE TOGETHER AND HAVE NO GAPS TO ALLOW FLOW TO PASS FABRIC MATERIAL MUST BE THROUGH WITHOUT BEING FILTERED. SECURELY FASTENED TO THE -- RUNOFF POSTS OR (IF USED) TO THE B) JOINTS OF THE FILTER FABRIC MUST BE OVERLAPPED AND PROPERLY CONNECTED TO PREVENT ANY WIRE MESH - 70 OPENING FROM OCCURRING. @- 8. SILT SCREENS MAY ALSO REPRESENT CONSTRUCTION LIMITS BARRIERS. THEY SHALL BE ERECTED 8- T 12-IN. PRIOR TO INITIATION OF SITE CLEARING OPERATIONS NEAR WETLANDS, BUFFER AREAS AND ANY OTHER WOOD OR STEEL POST (MINIMUM) AREAS SHOWN AS PRESERVED OR PROTECTED FROM CONSTRUCTION ACTIVITIES. FAILURE TO INSTALL INSTALLED BEFORE C ED AND MAINTAIN BARRIERS/SILT SCREENS SHALL BE CAUSE FOR PUNITIVE FINANCIAL PENALTIES. COMPACTING BACKFILL III-I FINANCIAL PENALTIES (PUNITIVE AND REGULATORY), CONSULTING FEES AND ESTIMATED COST OF MATERIAL Q 11J RESTORATION WILL BE DEDUCTED FROM SUBSEQUENT PAY REQUESTS. Q 9. NO ILLICIT DISCHARGE SHALL OCCUR AS A RESULT OF ACTIVITY PERFORMED PURSUANT TO THIS SLICING METHOD PERMIT. COMPACTED BACKFILL (Z L 10 NO DEWATERING SHALL OCCUR WITHOUT WRITTEN APPROVAL BY THE PUBLIC WORKS DIRECTOR. WHERE MATERIAL O O DEWATERING IN THE RIGHT OF WAY IS PROPOSED, IT MUST BE ACCOMPANIED BY A PLAN TO INSURE ATTACHIlNGTWO SILT FENCES -Cr THERE IS NO SEDIMENT TRANSFER, PUMPED WATER 15 UNCONTAMINATED. U RUNOFF 'WHEN TRENCHING IS USED Q) r/) 11. INLETS TO STORM SEWERS SHALL BE PROTECTED BY SUITABLE FILTERING DEVICES DURING CONSTRUCTION TO KEEP POLLUTANTS FROM ENTERING CONVEYANCE SYSTEMS. - PLACE THE END POST i OF_ THE ENEDFPOST OF THE E 12. MINIMIZE THE EXTENT OF AREA EXPOSED OF NATURAL VEGETATION AT ONE TIME AND THE DURATION (MINIM 1 - CE INSIDE (1) N. 1i ii OTHER FENCE E OF EXPOSURE TO ELEVATE EROSION POTENTIAL. II II ROTATE BOTH POSTS I AT LEAST 180 I - f DEGREES IN A CLOCKWISE DIRECTION TO CREATE A TIGHT SEAL WITH THE FABRIC FABRIC MATERIAL MUST BE PLACED IN A 6-IN. MATERIAL x 6-IN. TRENCH WITH A "L" SHAPE BEFORE DIRECTION OF RUNOFF WATER BACKFILLING AND COMPACTING THE SOIL. 1< $ l DRIVEA T B10TH 2-IN O POSTS THE ® GROUND AND IN A TRENC URY THE FLAP [TRENCHING METHOD 0 2001 Z SILT FENCE BARRIER INSTALLATION ° rn Figure V-2: Illustration of a Silt Fence Barrier Permission is given by HydroDynamics Incorporated to copy and reproduce this detail V-7 SHEET R6 t s Tree Legend L n C1) V1t�OlT �t SYMBOL NAME SYMBOL � NAME i 01 30' L N II.OAK Q fl PINE ro �� I :1 < � 044� �� J LN NC O PALM fx OTHER ' r C SCALE: 1 = 30 Q DEAD ° I < 3 o m ao NOTE:TREE SIZES IN INCHES Simons Road N X r 0 a ., (J) ' I I U i C p Z 4} t r r J XEND MILL)AG I I �^ END cJILtING 185.84 5.74 LT iLU � ` r XX 16 w Z r INLET PROTECTION LU f� SAWCU7 REMOVE EXISTING N g g p v1 \E , �/ CONCRETE DRIVEWAYS TO O y U r r I u _ N V Y rJ I N REMOVE ALL T XII'T.I SIGN e R C a w ¢ _ I O G) (/) EXCEPT STOPS N X < (n -o Z RELOCATE EXIST. MAILBOX 1111 f. — + RELOCA�E o I T. MAILBOX I1 / J�A 1 --- cy RCA EXIST. JL8 178.47 .67 L •.. Cam.- Y✓� E;. �.�; `:., Z PAVEM NT R = r _ BEGIN MILLING t7 .60 6 . +78.47 6.33 RT �l RELOCATE I�EiCI�T. SIGN CONCRETE SIDEWALK V�YI "wW L --�.,y - OHL �NL OHL UHt—pH OS_r - OHL 0 L pH� Glik.— Q W < I O / O $0, � _ X-16A SAWCUT & REMOVE < r T0PD DRAIN EXISTING ASPHALT 66�{ TDF = 98.48 C W. INVERT 12" (f� END P REMOVAL CCF = 93.52 + 231.03 LT I O Cr -(I) EE LU LU MILL / RESURFACE LU z O > This_item la&heeneLgctronicaIly signed and sealed by David W. Desilet P.E.#24760 using a Digital Signature. The date of the digital seal is shown on MILL / RESURFACE PAVEMENT the cover page. Printed copies of this document are not considered signed -----I and sealed and the signature must be PAVEMENT / CONCRETE REMOVAL verified on any electronic copies. SHEET R7 U Z o — o _ L h vOmmaa 60' W o 0 o m L cQ qC 7�Of PC CC O J ON N4 SCALE: 1" = 30' .�.,.,.. (I) Simons Road 0000 _ U z J X-13 E. i - 90.09 COU. V"_ST INVERT m `a• c c c 0- W CRATE INLE1 C, TOP 95.66 X-14 N INVERT 18 Ru' - GR A TOO— r !,NAME MANHOLE SAWCUT & REMOVE — _ C0 S. INVERT 1.: I�NL₹r PR 7TECT70 T = a4.3 �C N EXISTING CONCRETE O E. INVERT 24" RCP °9.94 N. cc 1 DRIVEWAYS TO EXIST R/W ` IX / e7TTOM = 89.78 z z c RELa1 E E L+ OF DEBRA • w 3 U z: - -Lr1 INLET PROTECTION SOCK ¢ W Q = c O W U C&G REMOVAL r ] 1 t : �' V3 12.62 LT 1 D 1700 �•" �. yy� r" 'f17c~ X: r SAWCUT & REMOVE J \ x X/ i1 j f EX N r� EXISTING CURB & GUTTER 4 U n CONCRETE QW a c L KOHL-0HL OHL OFi`,—OHL—QF'� M F�L, —OHL—OHl —u11L OHL��Qt `OHL z T;H OHL ? OHLiii;; .—OHL OHL OHL—OHL—OHL—OHL OHL OHL OHL.i O— ' L E O6 c g m \ < X 21 O W. INVERT 18" RCP = 89.91 V 4 `- TEMPOF .AR r N. INVERT 24" RCP = 89.52 BENCHMARK t~i&1L IN C UTILITY POLE _ O ELEVATION = �'8 4 z ITFPORARY NAVD88 BENCHMARK NAIL IN 1.� UTILITY POLE — Cl) ELEVATION = 94.92 NAVD88 'VP co z 0 T w _ This item has been electronically signed and sealed by David W. Desilet P.E.#24760 using a Digital Signature. The date of the digital seal is shown on MILL / RESURFACE PAVEMENT the cover page. Printed copies of this document are not considered signed ---�� and sealed and the signature must be PAVEMENT / CONCRETE REMOVAL verified on any electronic copies. SHEET R8 M il-—OHL - C rL JHL OHI O L 0 9, — k-�J— {L &4L—-�i4L OH OHL ' .iHL OHL OHL OHL OHL—OHL OHS - OH — z o OHL toFIL— —OHL - "DFl�' P U P U P U P SGN p SGN vi v a 4 i"- LU r.v UTILITY / Imo ; roM•• D r0 a VAULT Q UL Qnc o m at c _I O J o N CV a a ---fii yIL BOXES IN V- T 24" RCP = 95.8 SON jj SGN �MP = 99.60 Q a INVERT 24 RCP SGN . I SGN_ O o WV 0 C 5Gi+f^ 4. /-IN:!ERT : p' 40' 80' �� • Lr r z RCP = 98.25- SGN.. . ,r T SCALE: 1" = 40' ` � C� P J W NviFF ; BEGIN MILLING I BEGIN N +99.84 5.80 LT 5.711�T 3 U +78.47 5.E�7,L N O r� I. rX v, X x yti`k `X X f x .. s eg. STA. 10-�-00.77 z o LU Z o BEGIN MILLING) MiLl. END MILLING BEGI MILLING w v +99.84 6.37 RT RESURFACE +85.85 6.16 RT +78.47 6.33 RT o 0 0 0 C — - - - - SGN SGN — - — SGN(4) UP - SGN - - UP - - - - O w n E«S C OO Florida Medical Clinic / Davita Dialysis U 1 d C Q + M END PAVEMENT REMOVAL — +09.02 31.03 LT i — END MILLING U +36.29 5.67 LT 2�' 30 W MILL / END MILLING RESURFACE +36.29 6.33 RT cn El/and Blvd FO Thi5 item has been electronically signed and sealed by David W. Desilet - - P.E.4 24760 using a Digital Signature. The date of the digital seal is shown on t e cover page. Printed copies of this document are not considered signed and sealed and the signature must be MILL / RESURFACE PAVEMENT verified on any electronic copies. SHEET R9 C _ L n r ttii tco rn ' O EX 0' 30' 60' / o M o m u ��0 — J:3,0 0 r O Z O I O O-.r4 C ' SCALE: I = 30' , 0 L. I � . < 3 00 OD 9� o S-19 0.... STA 13+24.12 (-33.13 Lt.) Y 0 � CONST. Index No. 425-052 - Ditch Bottom Inlet - Type C f -� (.� ° " � o o TOP EL. 96.80 z II FL 93.12 E -i + .84 +85.85 I t 5. 1 LT I I I v c STA 13+24.12 (-22.84 Lt.)6.16RT 0 o m� o M CONST. Index No. 425-021 - O m PROPOSED STRAIN ' INLET to -,j Q Curb Inlet Type 5 (Right) with POLE (TYP OFi I y D 1 GRATE c F I s,- r Rectangular Structure Bottom % 0 0 0 TOP EL. 97.84 INVERT 18" RCP = 93. w [� EP EL. 97.46 INVERT 12" CCP = 93. ht° nl I' Q � FL 93.02 W ° 425' 5-18A FL 93.34 E 6' WIDE COCONC. PAD W/ 2' < FL 93.02 N -�. -. m� $� RED DETECTABLE �/j r J STA 13+24.25 (-14.94 Lt.) co 0) D O WARNING STRIP G) I _ R/W CONST. Conc. Jacket, #430-001 O r� N o `- TYPE "F" C&G FLARE Z - FL 93.37 W z 3 y c PER FDOT #520-'dd oo = ® x MAINTAINE RHO Q o o U Z 11 h i 9} LT c 4 J -- ^- _----- o - Q C BEGIN FC&G'. ) y i. ° -moo 0 3 QF 18" @ r, b 0.5 /o ! 0.13fo Q.29/o 5.65 22. 1 LT, - 4 >. c ;TYPE "F" C&G PER _, t 3 r , FD 9T #520-00. N 01° 4 34" "E W 1 y+ ti ° r'< " @ 0.36% �N . � '` { i i +7x.47 � �� 26484.6 ' 8 LF 12 ' �,� a c I + 8:47 5.67 L y ' r 39 LF 18" @ 0.20i 6.313 RT titi r; � v - DRIVEWAYS.PER C CONCRETE SIDEWALK FOOT #522-003 m o n s R o a c V W F ! M L- OHL OHL OHL OHL OHL OH --OHL- - OHL OHL _OHc" OHL 0 Q W a 10' CONC. SIDEWA1 = I (x-16A) O O C PASCO CO. STANDARD . 3 YARD DRAIN MAX. 2% CROSS SLOP . TOP = 98.48 O 0 FLUSH RAMPS W/ 2' RED W. INVERT 12" Q CCP = 93.52 DETECTABLE WARNING STRIP Cl) Q O Q E 6'X6 CO C. FLUSH RAMP W/ 2' RED DET"CT 81 WARNING STRIP I I .... . .I I I I I I I I I I I I I I I I I I I I I I � 0 w ! This item has been electronically signed and sealed by David W. Desilet P.E.#24760 using a Digital Signature. The date of the digital seal is shown on the cover page. Printed copies of this document are not considered signed and sealed and the signature must be MILLING / OVERLAY SHOULDER PAVEMENT 1 PROPOSED WIDENING verified on any electronic copies. SHEET R10 U — o �n oc 0' 30' 60' 1 �o t Q 4� O J oN NL SCALE: 1" = 30' ..�.... Simons Road Cn O o 0 O y IO HH li_ O z J 5-17 X 13 STA 13+63.02 (-26.15 Lt.) E. INVERT 18" RCP = 90.09 OULD NOT GET WEST INVERT i c CONST. Index No. 425-001 - Type 7 Manhole (1 or 2-Piece c Cover (Center), Round Bottom) w 3 TOP EL. 97.98 X 15 FL 92.94 5 GRATE INLET TOP = 95.66 425' 201 LF 18" @ 0.47% N. INVERT 18" RCP = 90.79 DRAINAGE MANHOLE GP N S. INVERT 18" RCP = 92.18 c TOP = 94.37 89-9`F—�� — — —� DRIVEWAYS ER z N. N —I FDOT #522 03 O m E. INVERT 24" RCP = R/ _ X _ BOTTOM = 89.78 No Z o N 012930 E m ULLUeR[s _ LL 7`I 1.14% i t ti wLF IS" @ -1.47% S 1 26% � O 9S% F27.96 y -1 26%� — — — — — — .F-' T 25 LF 18" @ 0.73% LJJ TYPE 'F" C&G PER14 M v X1.51'LT 177.96 .15 1 17 LLI I FDOT #520 001 IN C, ' 46 4' E 12.t9 LT Z x 2_ 46.46 S .. 300 LF 24 — - - - - - - - - - - - - - - - - - - - - - - - — — - 0= C CONCRETE Qw L ZOHL OHL OHL OHL OHL OIL m —OHL OH ---OHL—OHL OHL-�_— HL OHL OHL OHL—OHL OHL—OHL OHL OHL OHL OHL OHL 0 EO X 12 O O W. INVERT 18" RCP = 89.91 L.L TEMPORARY N. INVERT 24 RCP = 89.52 N N BENCHMARK NAIL IN UTILITY POLE i O ELEVATION = 98.74 /TEMPORARY NAVD88 BENCHMARK NAIL IN UTILITY POLE -C/) ELEVATION = 94.92 NAVD88 U) 0 This item has been electronically signed and sealed by David W. Desilet P.E.#24760 using a Digital Signature. The date of the digital seal is shown on the cover page. Printed copies of this document are not considered signed and sealed and the signature must be MILLING / OVERLAY SHOULDER PAVEMENT . PROPOSED WIDENING verified on any electronic copies. SHEET R11 _ 1. HL OHL—OHL- —OHL—OHL—OHL OHL OHL— HLii Q 0HL —OF _ OHL OHL OHL 0. y �+ - —OHL OHL OHL OFi� OHL OHL OH��HL-O $_OHL OHL— �IE 2a QHL OHL—OH .. 0 ,KOHL OHL OHL OHL OHL OHL SGN HL OHL OHLf, I- L z U P ° U l ' C!1 Ntorn �o �­SGN W M MUTILITY I' Q —M O m u VAULT a — a O� IN C Q '' �r� '•7 J S N �'/ O 7NNL AAIL BOXES INV T 24" RCP = 95.83-� 98 S ' MP = 99.60 / I Cl) 0 EF RCP = 98.25 INVERT �0' 40' 80' G z d�O 24.91 L L U Eiland Blvd w z = � +99.84 +85.84 INVERT 24 RCP = 94 4 +7 .47 5.80 L \ 9 30 31 INVERT 24" RCP = 95.• 5.71 LT 33 5.6 LT ...\_______ ` 32 0 0 0 0 I i - I - I I -r - - - +99.84 +85.85 +78.47 ,.' w 9 v 6.37 RT MILL / 6.16 RT 6.33 RT' a W Q = RESURFACE hN - — ---------- SGN. _SGN - SON 4) ' 9s WV UTILITY C VAULT -PEDESTALS m U Pa' SGN HL-OHL-OHL-OHL-OHL �OHLI OHL OHL -OHL ORHL OHL OHL-�OHL OHL-OHL OHL C OHL OHL- - OHL OHL- > C s INVERT 18 CMP = 97.79 INVERT 18" CMP = 97.75 INVERT 15" RCP = 95.771 INVERT 1 RCP = 95.38 Q E 06 c _-O RS Z O O c Florida Medical Clinic / Davita Dialysis . 290.1' I � � O 1 ''- . - ------------------------------------- - L1TIIJITII1TIIT± IIII1 ---------------------------------- — — — +36.29 cn 4 N 35 36 37 5.67 Lr ;8 39 WJ - -_-.---_-_- MILL / +36.29 RESURFACE 6.33 RT --------------------------------------------------------------------------------------------------------------------------------------------------- ---------------------- ------------------ 9 ------------------------------------------- Eiland Blvd o i `', This item has been electronically °C signed and sealed by David W. Desilet I I I I I I P.E.#24760 using a Digital Signature. I I I I The date of the digital seal is shown on I I I the cover page. Printed copies of this document are not considered signed and sealed and the signature must be MILLING / OVERLAY SHOULDER PAVEMENT PROPOSED WIDENING verified on any electronic copies. SHEET R12 U r — a 30' 60' v E NC o�00 ODC I C SCALE: 1" = 30' I -0 < 3 0 M ao Simons Road N �X to 0 0 O•. 12' 12' 12' U Z_ 6" HITE 2' RED DETECTABLE n c 6" YELLOW WARNING STRIP PROPOSED SIGNAL f a) �1TI RTcBAIN POLE (TYP LU 4) W © - —< Z O 425' 24" WHIT C N Z WHITE ARROW- - - - z Y c O ¢ W 24" WHITE PER #7I1-001 nl .z� c — 6" WHITE W/ W/R - — - - — 12" WHITE ' 11 �, 12 13 W (D m 12' 25' ;�, 6" DBL YELLOW W/ - E' ✓X j I —. — -Y/Y WII CONCRETE SIDEWALK U QW . LU I I I 2' RE DETECTABLE p I� I E c 1 WARNI 'G STRIP % 7 - c V) 1 12" WHITE O Hi < I U N (A 2' RED DETECTABLE U) C WARNING STRIP O I c O I I � I 1 - � 24" WHITE I I 1 12'! T 12' 2. . . .I I I I I I I 1 1 I � I I I j I I I w j I This item ha&been&lactronically signed and sealed by David W. Desilet P.E.#24760 using a Digital Signature. The date of the digital seal is shown on the cover page. Printed copies of this document are not considered signed and sealed and the signature must be a verified on any electronic copies. SHEET R13 z o — o Cl) v�mrn -c 0' 30' 60' w -Moog * O44 O J ON NL SCALE: 1" = 30' Q 3 moo: NOaav E-. ft O O o 0- C-) z N � N � C_ f m � C W 425 p o O o Simons R-Od X — Y ≤ o w U? < U a I �0 15 1. 17 - i CD J J C MEET•? MATCH CONCRETE U 'W .� — — EXfSILYC 5'1'R11�1 NG _x Z fTl x:77.96 1.51 LT F Q W o S< * Q Ew c 00 TEMPORARY BENCHMARK NAIL IN N UTILITY POLE ELEVATION =:9$-`°- ITkPORARY i 0 ( NAVD88 BENCHMARK NAIL IN UTILITY POLE —(n ELEVATION = 94.92 NAVD88 Z O ce This item has been electronically signed and sealed by David W. Desilet P.E.#24760 using a Digital Signature. The date of the digital seal is shown on the cover page. Printed copies of this document are not considered signed and sealed and the signature must be a verified on any electronic copies. SHEET R14 - 0 ... UP Z U P _ U P SON I WV U P SGN co U 'N UI1LJTY IIVAULT I (� I•-- M O(o Q »�qs I- LJ O J LON Co J ' ti N + b�.IL BOXES I Ovv 80' 9TZ:ws SCALE: 1" = 40' PER Eiland Blvd SG" _ z W - - - � 12" W+f-IITE 4 29 30 6" YELLOpv 31 32 6" YELLOW �' 6" WHITE 33 24"IWHIT 4 V N Q N 2685.9 ~12" WHITE 10 o Z 233.1' 50' 75' 50 F 0 a W /1 Q w ¢ 2 6" YELLOW (10-30 SKIP) 24" WHITE 24 WHITE SON-e-.SGN SGN(4) --- -- MEET & MATCH EXISTING -_� PAVEMENT MARKINGS (/) WV O C III UP SGN E C UP R' - - - - - - - - c QW EO — c OO Florida Medical Clinic / Davita Dialysis U i O C t I 6" WHITE W/ W/R 290.1 I RPM'S @ 20' (y 100' MEET & MATCH EXISTING + PAVEMENT MARKINGS r V J -------------------------------------- i I\\�� L - YJ-------------------------- S---- _ _ - ` ---------- -- ----- Q 6" DBL YELLOW W/ c� ^' 35 Y/Y RPM'S @ 40' 36 37 38 39 w Z 85' 295' ---- -------------------------------- -------------------------------------------=--------------- WR --------- ---------6" WHITET--L-1---- _---------------------------------------- V ----- --6" DBL YELLOW W^\ / RPM'S @ 40' -El/an Blvd \ Y/Y RPM'S @ 40 \ / �� I, i i ti i This item has been electronically 1 i signed and sealed by David W. Desilet I I I I P.E.#24760 using a Digital Signature. I I i I The date of the digital seal is shown on the cover page. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. SHEET R15 — o cncOav( W ( )N H )omc 0 Q I O Qi U a OD OD O ON NL Q 3 OCO DD: CONST Simons Road 105 105 0000 a U II _Z J � a> 100 100 t i oars i N 0 c7 95 -.— 95 o Z w w L 3 coi Q w ¢ 2 i 0 0 0 s i 90 j 1 1UU'UU > 100 90 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 80 90 10090 ry► LJJ E O W f E W - -a G 00 CONST Simons Road j� 105 105 C � i O Cn 100 �_ _- N o 100 I pp� 2.O0°7 , c, -0.0 ° !F ±IE± 1h11 95 Z This item has been electronically T signed and sealed by David W. W Desilet P.E.#24760 using a Digital ., r— ., ., ., Signature.The date of the digital 90 1 U*-7 U U U 90 seal is shown on the cover page. 100 90 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 80 90 100 Printed copies of this document are not considered signed and - - - - sealed and the signature must be verified on any electronic copies. SHEET R16 — o (I.' «o U) DO W ())ni �o)om� - �v°rnQ4 o•-mao� O ON N; CO 0,L()M Q 3 CONST Simons Road 06 o o o 0V100. 105 105 . U I z J I ` 100 i 100 95 95 °z Z w W a W Q W � � D U 90 100 90 80 70 60 30 20 10 0 10 20 30 40 50 60 70 80 90 10090 N C C Qw - -O C 00 CONST Simons Road v ' 105 3 105 cD c I L Q I Q) I �VJ 100 i 1 100 • • 95 95 Z This item has been electronically o signed and sealed by David W. Desilet P.E.#24760 using a Digital �. ., .+ .+ Signature.The date of the digital 90 _ 1 1 -.�U . U U seal is shown on the cover page. 100 90 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 80 90 10090 Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. SHEET R17 _ U r r Z c — o _ n C6 .lo Cl WV)rNC Mo mu a L oQ T C 3 ONC o O J LO N N L t4.() M Q 3 ro CD CONST Simons Road 105 105 Y LO L U Z I J 100 10.4 II 100 ti N D 95 1 95 z z W M U C II C 90 1 Lf78144 90 M 100 90 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 80 90 ?00 c W Q) > ct5 QLLJ �oZS c —D O O c CONST Simons Road 105 105 Q) U i O •E- -° 100 a 1 100 95 I 95 i o This item has been electronically V5 signed and sealed by David W. W Desilet P.E.#24760 using a Digital .. —. ., ., ., Signature.The date of the digital 90 1 L+.�U. U U 90 seal is shown on the cover page. 100 90 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 80 90 100 Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. SHEET R18 i z o Cl) .+o W cam+)c�V) n i i_ -(')Oro U �v°rnNNC o•..map< O 0 NL U7 n U) 0 N M Q CONST Simons Road N �X 105 105 U Z I ..I 100 I I 100 10.4 I C N � � ❑ N ❑ ❑ ❑ C9 95 _ I _ 95 3 UI D U 0 0 90 100 90 80 60 50 40 30 20 0 10 20 30 40 50 60 70 80 90 10090 C M Qw 0 0 c CONST Simons Road 105 105 CO C E 100 —( 100 I _ x.00 95 95 Z This item has been electronically o signed and sealed by David W. Q W Desilet P.E.#24760 using a Digital .-. ., .. Signature.The date of the digital 90 1 i *U U .U U seal is shown on the cover page. 100 90 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 80 90 10090 Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. SHEET R19 i t Z o W (LN � )N( -.rooco Q U a OD OD o•.00ao� O J ON Ni W 1�fry f7 Q 3 CONST Simons Road 105 105 Y O0a= U z o J I � i 100 100 9.2' W [ - _ J N1 u — 95 0o Z o W Iz U YII wIIIH 7J < W < 10 O U it 90 14+5000 0U 100 90 80 10 .60 50 40 30 20 10 0 10 20 30 40 50 60 70 80 90 10090 LJJ E Q1 (Z O f ci E ° < - (1 O O CONST Simons Road v ' 105 105 (c!) C l- O E CD 100 I I- --- I 100 1p Z 0 This item has been electronically signed and sealed by David W. Desilet P.E.#24760 using a Digital �+ �+ Signature.The date of the digital 90 1 4 tU U . U U I seal is shown on the cover page. 100 90 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 80 90 10090 Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. SHEET R20 U t a — o C) u orn -c W Mo(0i.. o ' Uqq` c...mmc O J o`N NC (1) O�N.�+ Q 3 map; CONST Simons Road 06 a 105 105 Y Y�7HH li_ O z J At a N I ; 100 100 I w C I N � � ❑ N ❑ O ❑ 95LUz 0) < W 90 1 .5--.5U , UU i 90 - M 100 ?: 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 80 90 100 C a) E > - 0•— ..; ci O O CONST Simons Road jC 105 105 (DC!) O a �VJ 100 100 — — — — — — — -- I r _95 — �, 95 z This item has been electronically o signed and sealed by David W. Desilet P.E.#24760 using a Digital .-, r, Signature.The date of the digital 90 1 -� U U ,U U 1 90 seal is shown on the cover page. 100 90 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 80 90 10n Printed copies of this document _ are not considered signed and sealed and the signature must be verified on any electronic copies. SHEET R21 U ., Z u — a UJ 0 o V1tMWvr UJ otnc Future Curb And ~ o pp " F-6" Q t_ C t I t • 20 R Or As Shown On Plans 16' Same Slope As v rn n t Gutter Construction Sip R — �. P o ti r _ _ Q Adjacent Pavement O J o N N if Exp. Joint �, t a(. � a` ,� tni N aG0 ED: hr E— Z Valley Gutter Curb And Gutter "i Exp. Joint And y, J — - TYPE E Preformed Joint Filler —Concrete Pavement PLAN 6" 1-6" For details depicting usage adjacent ur 1,_10 1' ', to flexible pavement, see Sheet 2. a� = c ;��� Via" R Joint Seal (y 3'_0 f N II SECTION AA TYPE F w < W 6" 1-6" 1'-10" 1-2 10 l_r, C onc. P p o avt, 0 v I Slope To - %" Exp. Joint And •1____ q Fit Driveway Preformed Joint Filler Fq/ b �— �, TYPE B p Vii: 'n g 8, ko —!— ° Z-0 6 Joint Seal a -0 Note: To be paid for as parent curb, Q / I � a SECTION BB DROP CURB ' CZ .. O Standard Shoulder Line 20 9 Qw 6"_ 1'-!0" 1'-2" Earth Berm 1' 6"_y 2' Shoulder Pavement Conc. Pavt. E°6 .� �— Q- � —� L ' Exp. Joint And (z 1. - Preformed Joint Filler 0 Q a �'r ^ii � `� ' 'y TYPE D 3 Note: For use adjacent to concrete or flexible pavement, concrete SHOULDER GUTTER shown. Expansion joint, preformed joint filler and joint seal are i 0 required between curbs and concrete pavement only, see Sheet 2. E 3-6" SECTION CC Truck Apron Surface CONCRETE CURB Specified In The Plans I I Circulating VALLEY GUTTER avement When used on high side of roadways, the cross slope of the gutter shall 11/8"R t 4 —T match the cross slope of the adjacent pavement. The thickness of the lip 1 �� shall be 6", unless otherwise shown on plans. 7 Rotate entire section so that gutter cross slope matches slope of adjacent L 2' 3" circulating roadway pavement. TRAFFIC BEARING SECTION FOR USE IN For use adjacent to concrete or flexible pavement. For details depicting ROUNDABOUT CENTRAL ISLAND CONSTRUCTION usage adjacent to flexible pavement, see Sheet 2. Expansion joint. preformed TYPE RA joint filler and joint seal are required between curb & gutter and concrete w pavement only, see Sheet 2. CONCRETE CURB AND GUTTER Z DESCRIPTION: LAST o FY 2020-21 INDEX SHEET REVISION to FDOT CURB AND GUTTER 11/01/17 w �- STANDARD PLANS 520-0011 1 of 2 SHEET R22 d Z o° �n U) ...0 n t o .-o r 8.5' 6' w -.ariomu w y _ Q End Of Curb o Curb < o 00 N C End Of o 0)U () f'I Q 3 aD aD o Edge Of Pavt, Edge Of Pavt. Edge Of Pavt.—"' Edge Of Pact. - Y in i �- i PLAN PLAN PLAN PLAN z 3' 3' 3' 3' J Trans. Trans. 3 Trans. Trans. Top Of Curb - 5.5' Top Of Curb Top Of Curb - • - Top Of Curb Gutter Gutter Gutter Gutter c c PROFILE PROFILE PROFILE PROFILE w a FLARED END STRAIGHT END FLARED END STRAIGHT END CURB TYPE A CURB AND GUTTER TYPES E & F N o III Depth Of Sawcut CURB AND GUTTER ENDINGS Moo 2r/" Min 3%' ffax. Depth Of Sawcut N } 0" Min. o o ❑w Joint Seal z z Y <° U •- _ 5" Max. m ¢ w c < <- ¢ w ¢ x ` 0„ Min. ❑ ❑ ❑ o SHOULDER GUTTER TYPE E Vii / i Concrete Gutter — Concr .. ete 3%a' Max. Depth Of Sawcut — Surface On Low Side Of Pavement to _ Pavement 0"Min.—sl Be W Above Lip Of Gutter. Surface "' T.— 5"Max. On High Side To Be Flush With Lip Of ate-+ > 0" Min. Curb Or Curb & Gutter. ,I %1' Exp. Joint And L- W h Preformed Joint Filler ❑ 0 r— Slope Varies E TYPE F + >=Applies to both high and low sides of pavement, low side shown. Sawcuts should be avoided within valley gutter and within curb and gutter endings. t— Flexible Pavt. CONTRACTION JOINT IN CURB AND GUTTER ° EXPANSION JOINT BETWEEN GUTTER 2j AND CONCRETE PAVEMENT Depth Of Sawcut ,,— Depth Of Sawcut _ . + Depth Of Sawcut 3W' Min, 3%"Min. 3%" Min. C C C Applies to both high and low sides of pavement, low side shown. 0 0 !� Applies to shoulder gutter only where adjoining traffic lanes. V L.L f CURB AND GUTTER AND TYPE A CURB TYPE A TYPE B TYPE D ADJACENT TO FLEXIBLE PAVEMENT 0 CONTRACTION JOINT IN CURB (n GENERAL NOTES 4"Min., 1. For curb, gutter and curb & gutter provide %a" - 'j"contraction joints at 10' 5" Max.—1 6'-0" centers(max.). Contraction joints adjacent to concrete pavement on tangents -" Or 3," Holes 12(x) Min., 5" -2" and flat curves are to match the pavement joints, with intermediate joints not 3 �� 3" Max. I to exceed 10 centers. Curb, gutter and curb & gutter expansion joints shall 3" Max. 1 be located in accordance with Specification 520. 2" Min., .'.try. 3" Max. ��° i L 2. Ends of Curbs Types B and D shall transition from full to zero heights in 3' Pitch Optional g' o � I #4 Bars, ]8" Long B" Min.• R=2" (Two Per Guard) z 9" Max. Cast Or Rubbed JD w CONCRETE BUMPER GUARD ASPHALTIC CONCRETE CURB REVISION DESCRIPTION: FY 2020-21 iNDEX SHEET 11/01/17 W F STANDARD PLANS CURB AND GUTTER 520-001 2 of 2 cc SHEET R23 3 U GENERAL NOTES: z $ J. Work this Index with Specification 522. LEGEND: r` W 2. Refer to Index 520-001 for drop curb details and Index 522-001 for joints between driveway, sidewalks, and curb. Sidewalk < `? 4 3, Existing Curb and Gutter: °" Remove existing curb and gutter to either the nearest joint beyond the flared point or to where no remaining section Flared Driveway (6" Thick Concrete) O «..-' is less than 5 feet long. o Q 3 c m ap 4- Grades and cross slopes shown are maximums. sidewalk Thru Driveway (6" Thick Concrete) a 5. Lon itutlina! Joints: Utility Strip 11)1.-I-° IL Construct js" open joints placed at equal (20' max:) intervals for driveways over 20' wide. Match joints in curb and Y gutter to match joints in driveways. O _Z G,, Grade of Apron 6. Transverse Joints: Construct %8" open joints i 10 Centers and %" expansion joints with preformed joint filler every 5th joint. Go Grade of Driveway (Per Plans) 7. Construct driveways (6" thick concrete)to a uniform width(W) to the R/W line or the extent shown in the Plans. N S m r N r 8. Width of Sidewalk Thru Driveway is 4'-0" minimum. Match sidewalk width when shown in Plans or when utility strip rn width is equal to or greater than the depth of the Driveway Apron. 9. Alpha-Numeric Identification: Concrete Flared Driveway Alpha-Numeric Identifications (e.g. G4) are provided for reference purposes in the Plans. O1O1O1 N Driveway Width(W) o w f Z Z y w ° U H rn ¢ w r CUi ❑ ❑ U 1 Driveway Flare Transverse Joints Expansion Joints (See Index 522-001) Sidewalk (See Index 522-001) of > r I Utility Strip- u Driveway Apron— '7 . . I I ED > CU O W Longitudinal Joint Q c E 0 Face of Curb Drop Curb O C PLAN O N � Driveway Apron O Utility StripE 4'-0" Mi . Sidewalk ThruDriveway n Driveway Extension (Per Plans) —sF 0.02 I Gp vJ Drop Curb T —— — — — — —— —— PT' 5'-0" Sidewalk (Shown) ELEVATION CONCRETE FLARED DRIVEWAY NOMENCLATURE z 0 a D O1 I W LAST DESCRIPTION: FY 2020-2 INDEX SHEET 1/01/1 FDOT- STANDARD PLANS CONCRETE FLARED DRIVEWAYS 11/01/18 ri 522-003 1 of 4 SHEET R24 lO/I.H.?8)l 11:1641 AM m O kn i w REVISION LM n m a m' I'-0" Z 1 i i __ __ If Oi Q A. 41-+ IQ Q =o rn Min_ Mtn. - I ~ b v O a In r N C n rob G0.02 I GA ..,0.02 G. rn Ln '� i o }-o O Q T Q Q wW O is 4 Mln. V <I0HH I• Ll � I � � b�.�y = ti M V w � y L rn c �n rn o pay c 'I z IV - n m O y � � Q � r ro � rn J4 Na - ziCr O x W O m $+ �a ~ m REVISIONS DATE 02/23/2021 Intersection Improvements DESIGNED DWM LINCKS & ASSOCIATES, INC. � Simons Road & Eiland Blvd JRAWN 5023 West Laurel Street DWM Tel Tam (813) 289-0039 pa, Florida 33607 (.11CHECKED DWD Engineers 1-1 n+n i I( DI .,,.... Faxx (613) 28^-0674 10'-0" Sidewalk z I10.02 n �4 f — �tooroc 8'-0" Sidewalk — G v .m me 4'-0" Min. +++ IQ'-D" 4'-°" i 9 Sidewalk O J ON Nc �.. — — ' D" D.OZ 10' e---.4_ CG 29a��— T-0" Sidewalk = Z 4'-0" Min,; g_p Sidewalk _ J 0 I .02 X0.02 u1 ��zQQ67 i O _ 6'-0" Sidewalk F -.G 28,E c 8 0" 4'-0" Min. I_ 8'-0" 4'-0" Min. 7'-0,' Sidewalk 4 W _ Q a 0Z X0.02 — — — VV G 6 G 16) � ? �- w m o 0 0 ( Z N 5'-0" _ Sidewalk _ `Gv�7 CD z z ❑ 7'-0" 4'-0 Min. 7'-0" 4'-0" Mina w 9 U 6'-0" Sidewalk_ 1 aazr �D.p2 4'-0" Sidewalk 4'-0"Min y , 6-17 4'-0" Mina 5'-0" Sidewalk 7'-0" 4'-0" Min., Q� _D gp9z Q) Sidewalk w _ 4'-0" Sidewalk � 5'-0" 4'-0"Min. 5'-D" 4'-0" Mina 6'-0" 4'-0" Min. E° ( ~ 99 r 0.02 .0.02 .-.. >0.02 r �0 04 x0.099 — --J c O O M3 -- 3- M24 3'-0" Sidewalk Q) 2'-0" Sidewalk Cl) C 4'_p 4'-0" Min. _ 4'-0" 4'-0" Min. y 4'-0" Mitt. i D.02Q99 —x¢116 -0.0z O02 _ " I-0 Sidewalk Z0' Sidewalk _ _,t, 3'-p" 4'-0"Min. I 3'_0" 4'-0"Min, y.. 4'-0" 4'-0" Mina �ODZ y _O pj42- T 0.02 - X0030! SIDEWALK WITHOUT UTILITY STRIP SIDEWALK WITH UTILITY STRIP ON 0.02 SLOPE= SIDEWALK WITH UTILITY STRIP ON 0.04 SLOPE NOTE: 5' sidewalks shown. z DRIVEWAY SECTIONS ON CURBED FACILITIES WITH SIDEWALKS LAST 0 DESCRIPTION: FY 2020-21 INDEX SHEET REVISION tn FDOT1 CONCRETE FLARED DRIVEWAYS 11/01/18 W �- STANDARD PLANS [522-003 3 Of 4 a p£ SHEET R26 d ... oN c NWrnva LV -•Mor,i � o »O' NC o-i0OD( O J oN N` o L ih i7 4-0 Sidewalk Q 3 m 8-0" 3-0" Sidewalk 7' 0'_____—— 4'-0" Min._ ; °� N -.. x , 6'-0" 4-0' Min. 6'-0" 4'-0 Min. 0 0 Q I , .OZ Y 0 I-ii_ 24) cn 3-0" Sidewalk - F Z-0"M Sidewalk — 7'--0" 4'-0" Min. U ?� !rY6-0" y — — d 6-D 4-Q' Min. C 6'-D 4'-O A—fin.— { X0.04 0.02 OF I l XO.02 I -- i -- - a__ x0.02 - Q rn f 237 w` o G2 --- G72- Sidewalk CCi 1' 0 y 4'-0 Min. N ❑ Sidewalk 7'-0" W O 6_0" 4-0' Min. 6_a 4`-0"Min. 04 `��Q2� I 002 0 0 CAS C m G) Et, C s 0" _ L-w T- 2-0' Sidewalk 3-0 Sidewalk Q C jj S-0 4'-0" Min. 5'-0" — 6'-0" 4'-0"Min. EO _ 004 __ X0.02�,Qoz F M2 y 6'-0 I'-0' Sidewalk 2-0 Sidewalk Cl) j 5-0" 4'-0" Min. '_ 5'-0 i 4'-0" Min. y-..r 6'-0 4'-0" hfin. L O 0.02 X092 0 X0.02 .02 M1 � .�_F�2�24,^ = -"- M11 SIDEWALK WITHOUT UTILITY STRIP SIDEWALK WITH UTILITY STRIP ON 0,02 SLOPE SIDEWALK WITH UTILITY STRIP ON 0.04 SLOPE NOTE: in s' sidewalks shown. DRIVEWAY SECTIONS ON CURBED FACILITIES WITH SIDEWALKS o G LAST oI DESCRIPTION: FY 2020-21 INDEX SHEET REVISION FDOT� STANDARD PLANS CONCRETE FLARED DRIVEWAYS 522-003 4 of 4 SHEET R27 THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY j JACKSONVILLE cr PENSACOLA' ' (JiA;yeSSKE ON THE DATE ADJACENT TO THE SEAL w PANAMA CI7i PRINTED COPIES OF THIS DOCUMENT ARE VJ Z W �CaIN iCILE NOT CONSIDERED SIGNED AND SEALED w W • AND THE SIGNATURE MUST BE VERIFIED Z O O c i j \DAYTONA BCH. ON ANY ELECTRONIC COPIES. O o a J^ J Mo (0 TITUSVILLE U 1..� Q r O SIGNALIZATION PLANS CCNm TAMPA.. 9 Cl) J O �W ST.PETERSBURG 14 ` —�' _ < �.L O �� FT.PIERCE Z ~ ar FOR os w W IL w CORAL - F ' RS FT.LAUDERDALE VJ M Q Jr Y z c� f— MIAMI/ ; .; Eiland V v LO Z Z Jw KEY iPEST oa��o e.. PRO JECTSITE7 and Simons Road s � " Pasco County, Florida ar.i ! S P" z $ . :` "4 I...-,'- 13 � v� INDEX P H ILL ` `" "'rY PREPARED FOR T_, Cover Sheet H YR ,*^"1 T-2 Tabulation of Quantities @GIN'4R ..wn,r -.f a:PC,.J� -.+•-w -�1 ' T�15 General Notes _ Signalization Plan T-6 Lighting Plan yam, T-7 Lennar Homes LLC Guide Sin Worksheet(Street Name Signs) T-B � !,P # `r n. .. P �_" "fir hF.€a Strain Pale Tabulation ctiq.cn, r , 3 T-9 Sign 2I _+ JI { + ! r r w Si Bracket Arm Details to. ok, v wi i �, y ■ ire r�..,•r 5 rr �Ir rf, T-10 Overhead Sign Location Detail r^ q� , ; + T-1Pn2 Strain Pole Assemblies h�"'�4�t� � .. �} . n. 4600 Cypress Street, Ste. 200 '®•xa x,tf h .I+�! e"TJ „w' +� 7�y'+ T-13 Report of Core Borings "- "v • I'��i I T-14 Traffic Control General Notes GOVERNING STANDARDS AND SPECIFICATIONS: VICINITY MAP FLORIDA DEPARTMENT OF TRANSPORTATION,2021-2022,STANDARD PLANS AND REVISED INDEX DRAWINGS AS APPENDED HEREIN,AND 2021 STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE 60% PLAN S _____________________ _________ SECTION 35,TOWNSHIP 25 SOUTH, RANGE 20 EAST CONSTRUCTION,AS AMENDED BY CONTRACT DOCUMENTS. DATE: SIGNED: JOB NO: PASCO COUNTY, FLORIDA FOR DESIGN STANDARDS CLICK ON THE"DESIGN STANDARDS'LINK AT THE FOLLOWING WEBSITE: NOT FOR 02/19/21 19061 'www.fdot•:ov/desion/standard:' CONSTRUCTION REVISION SHEET FOR THE STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION CLICK ON THE 03/10/21 T-1 "SPECIFICATIONS"LINK AT THE FOLLOWING WEBSITE: — h' ://www.Idot. ov/prortO _ Robert W.Fuip PE No. 44674 OF T-14 TABULATION OF QUANTITIES w � SHEET NUMBERS TOTALPAY GRAND a �'M o THIS x v d M o 0 ITEM NO. DESCRIPTION z T-4 T-5 T-6 SHEET TOTAL oo J PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL ¢ v M n 3 o m 101-1 MOBILIZA11ON LS 1 1 1 N —'- 102-1 MAINTENANCE OF TRAFFIC LS 1 o o d o 1 1 Y 0�� - _ _ 522-2 CONCRETE SIDEWALK (6" THICK) SY 570-1-2 PERFORMANCE TURF (SOD) SY I 630-2-11 CONDUIT (F&I)(OPEN TRENCH) LF 630-2-12 CONDUIT (F&I)(DIRECTIONAL BORE)(2" CONDUIT) LF 632-7-1 SIGNAL CABLE (F&I)(INTERSEC11ON) PI 634-4-153 SPAN WIRE ASSEMBLY (F&I)(TWO POINT)(BOX) PI ri 635-2-11 PULL & SPLICE BOX (F&I)(17"x30") EA ` O I 639-2-1 ELECTRICAL SERVICE WIRE (F&I) LF O 646-1-11 ALUMINUM SIGNALS POLE (F&I)(PEDESTAL) EA 649-1-14 STEEL STRAIN POLE (F&I)(TYPE PS-VII) EA 649-26-3 STEEL MAST ARM ASSEMBLY (REMOVE)(SHALLOW) EA 650-1-14 TRAFFIC SIGNAL (F&I)(3 SECTION, 1 WAY)(ALUMINUM) AS 650-1-16 TRAFFIC SIGNAL (F&I)(4 SECTION, 1 WAY)(ALUMINUM) AS N 653-1-11 PEDESTRIAN SIGNAL (F&I)(LED-COUNT DOWN) AS fY (1-WAY) (/9 N 660-4-11 VEH. DET. SYSTEM-VIDEO (F&I)(CABINET EQUIPMENT) EA Z CO Z 660-4-12 VEH. DET. SYSTEM-VIDEO (F&I)(ABOVE EQUIPMENT) EA E 663-1-111 SIGNAL PRE-EMPTION (F&I)(OPTICAL)(CABINET) EA d . H 663-1-112 SIGNAL PRE-EMPT1ON (F&I)(OPTICAL)(DETECTOR) EA Z c a 665-1-11 PED. DETECTOR (F&I)(DETECTOR WITH SIGN ONLY) EA Q 670-5-111 TRAFFIC CONTROLLER ASSEMBLY (F&I)(COBALT) AS N_ L- D 678-1-113 CONTROLLER ACCESSORIES (F&I)(GPS TIME SYNC) EA m Q N 685-1-13 UPS (F&I)(LINE INTERACTIVE WITH CABINET) EA Z O a 700-5-22 INTERNALLY ILLUM SIGN (F&I)(12-18 SF) EA Op 715-1-12 LIGHTING CONDUCTORS (F&I)(No. 6) LF C 715-4-18 LIGHT POLE COMPLETE (F&I)(LUMINAIRE, STD. POLE & EA f0 STD. FOUNDATION)(25' MTG. HT.) LL 715-4-14 LIGHT POLE COMPLETE (F&I)(LUMINAIRE, STD. POLE & EA STD. FOUNDATION)(40' MTG. HT.) 715-5-32 LUMINAIRE & BRACKET ARM (F&I)(GALV. STEEL) EA 715-7-11 LOAD CENTER (F&I)(SECONDARY VOLTAGE) EA 715-500-1 LIGHT POLE CABLE DISTRIBUTION SYSTEM (CONY) EA 1 60% PLANS NOT FOR CONSTRUCTION 03/10/21 1 T-2 of 1 GENERAL NOTES PAY ITEM FOOTNOTES PAY ITEM FOOTNOTES 630-2-11: ( - 1.THE LOCATIONS OF UTILITIES SHOWN ON THE PLANS ARE APPROXIMATE.PRIOR ALL CONDUIT RUNS SHOWN ON THE PLANS ARE SCHEMATIC AND FIELD ADJUSTMENTS MAY BE NECESSARY WITH 663-1-111&663-1-112: Z TO DIGGING, THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS OF THE EXCEPTION OF ELECTRICAL POWER SERVICE DUCTS,AND JACK AND BORE SLEEVES,ALL UNDERGROUND AND ALL TRAFFIC SIGNALS SHALL BE EQUIPPED WITH 3M OPTICOM REPORTER SERIES EMERGENCY VEHICLE - ALL UTILITIES. UNDER PAVEMENT CONDUITS SHALL BE SCHEDULE 40 PVC WITH A MINIMUM SIZE OF TWO INCHES, UNLESS PREEMPTION.THIS SHALL INCLUDE ALL COMPONENTS AND WIRING TO PROVIDE A FULLY FUNCTIONAL OTHERWISE SPECIFIED IN THE PLANS. TWO SEPARATE UNDERGROUND CONDUIT RUNS LOCATED 180 DEGREES SYSTEM,INCLUDING GREEN SENSOR HARNESS. 1n w APART ARE REQUIRED FOR ALL SIGNAL STRAIN POLES AND MAST ARMS.THERE SHALL BE MINIMUM OF TWO RUNS I— n 2.ONE WEEK PRIOR TO THE START OF THE TRAFFIC SIGNAL INSTALLATION, THE OF TWO INCH CONDUIT BETWEEN THE LAST LOW VOLTAGE(LOOPS)PULL BOX LOCATED NEAR THE CONTROLLER 663-1-111&663-1-112: Q N 0 M SIGNAL CONTRACTOR SHALL CONTACT: CABINET AND THE CONTROLLER CABINET. EMERGENCY PRE-EMPTION VEHICLE DETECTION UNIT ITEM SHALL INCLUDE DETECTORS AND ALL U M p 5-o OTHER COMPONENTS,HARDWARE,INTERFACE PANELS,WIRING,ETC.,TO PROVIDE A FULLY oM I a)SCOTT BROWN,TRAFFIC SIGNAL SUPERVISOR 630-2-12: FUNCTIONAL SYSTEM AND SHALL BE COMPATIBLE WITH THE PASCO COUNTY SYSTEM.THE (/) J v 07 m PASCO COUNTY TRAFFIC OPERATIONS DIVISION CONDUITS INSTALLED WITH THE DIRECTIONAL BORE METHOD SHALL BE HDPE WITH A MINIMUM SIZE OF TWO CONTRACTOR SHALL COORDINATE WITH THE MAINTAINING AGENCY FOR UNIT V) PUBLIC WORKS UTILITIES BUILDING,ROOM 124 INCHES,UNLESS OTHERWISE NOTED IN THE PLANS. ACCEPTANCE AND SHALL BE LISTED IN THE F.D.O.T.APPROVED LIST. Q m M n 7530 LITTLE ROAD NEW PORT RICHEY,FLORIDA 34654 632-7-1: 665-1-11: PHONE:(727)847-8139 EACH PHASEIMOVEMENT SHALL BE WIRED FROM THE SIGNAL DISPLAY TO THE CONTROLLER AS A SEPARATE SHALL BE A MECHANICAL TYPE PUSHBUTTON (NO LED) AND SHALL INCLUDE ADDITIONAL COST OF (n o E d o E-MAIL:sbrown@pascocountyfl.net PHASEIMOVEMENT.THIS INCLUDES THE LEFT TURN MOVEMENT WHICH SHALL HAVE CONDUCTORS AVAILABLE FOR LABOR AND MATERIALS REQUIRED FOR INSTALLATION OF PEDESTRIAN SIGNAL SIGN R10-3e. Y in 12 12 L EITHER PROTECTED OR PERMISSIVE MOVEMENTS.THE CONTRACTOR SHALL VERIFY COLOR CODES FOR SIGNAL V b)VENKAT VATTIKUTI,TRAFFIC SIGNAL MANAGER CABLE AND INTERCONNECT CABLE WITH THE PASCO COUNTY SIGNAL SHOP BEFORE ORDERING,AND WIRE THE 670-5-111: Z PASCO COUNTY TRAFFIC OPERATIONS DIVISION SIGNAL IN ACCORDANCE WITH THAT COLOR CODE AND F.D.O.T.SPECIFICATIONS.THERE SHALL BE ONE NEUTRAL ALL FIELD WIRES IN CABINET SHALL BE IDENTIFIED WITH PANDUIT#PLFIM-C MARKER TIES; OR J PUBLIC WORKS UTILITIES BUILDING,ROOM 124 PER APPROACH. EQUIVALENT. - 7530 LITTLE ROAD NEW PORT RICHEY,FLORIDA 34654 632-7-1: 670-5-111: PHONE: 847-8139 ALL TRAFFIC SIGNAL FIXTURES SHALL BE WIRED AND PHASED PER THE INTERSECTION WIRING DIAGRAM ALL CONTROLLER AND CABINET ASSEMBLIES SHALL BE IN ACCORDANCE WITH PASCO COUNTY PHONE (727)t 9oc0untyfl.net PROVIDED BY PASCO COUNTY TRAFFIC OPERATIONS.CABLE SIZE SHALL BE AS CALLED FOR IN THE WIRING SPECIFICATIONS 04.001 AND 04002. DIAGRAM.ALL SIGNAL CABLE WIRING SHALL BE CONCEALED WITHIN THE ARM, MOUNTING BRACKET AND 3.THE CONTRACTOR SHALL CONTACT THE LOCAL POWER COMPANY FOR THEIR FIXTURE;NO EXPOSED WIRING SHALL BE PERMITTED.A MINIMUM OF THREE(3)FEET OF SLACK CABLE SHALL BE 1)ALL CABINET ASSEMBLIES SHALL BE NEMA TS2 TYPE 1 UNLESS OTHERWISE SPECIFIED. PROVIDED AT ALL HAND HOLES. ASSISTANCE IN PERFORMING ALL NECESSARY WORK UNDER POWER LINES. 670-5-111: SUCH WORK SHALL INCLUDE, BUT NOT BE LIMITED TO THE INSTALLATION OF 632-7-1: ALL CONTROLLER CABINET BASES SHALL HAVE ONE 4•INCH CONDUIT FOR FUTURE FIBER OPTICS SPAN WIRE,SIGNAL CABLE,FIBERGLASS INSULATORS,AND/OR SIGNAL POLES ALL SPARE CONDUCTORS IN TRAFFIC SIGNAL FIXTURES SHALL BE CONNECTED TO GROUND IN THE FIXTURE. ALL COMMUNICATIONS.IT SHALL BE STUBBED OUT TO A FIBER OPTICS PULL BOX. O I SPARE CONDUCTORS IN THE CABINET SHALL BE CONNECTED TO THE GROUND BUSS BAR. 4.THE CONTRACTOR SHALL SUBMIT THE AS-BUILT PLANS TO THE ENGINEER FOR 670-5-111: APPROVAL PRIOR TO THE 48 HOUR TEST. UPON THE 48 HOUR TEST, THE 634-4-153: THE CONTRACTOR SHALL NOTIFY THE PASCO COUNTY SIGNAL SHOP AND F.D.O.T. DISTRICT SEVEN ENGINEER SHALL PROVIDE AT LEAST ONE COPY OF THE FINAL AS-BUILT PLANS SHALL INCLUDE THE COST OF SIZING ALL SPAN WIRE HARDWARE AND FITTINGS WITH SUFFICIENT STRENGTH TO TRAFFIC OPERATIONS(VIA EMAIL)AT LEAST 48 HOURS IN ADVANCE OF TURNING ON A NEW OR MODIFIED TO PASCO COUNTY AND ONE COPY TO DISTRICT TRAFFIC OPERATIONS RESIST BREAKING STRENGTH OF THE WIRE WITH WHICH THEY ARE USED. CONTROLLER CABINET ASSEMBLY. CABINET DOOR SHOULD OPEN AWAY FROM TRAFFIC. THE TECHNICIAN SERVICE SLAB SHALL BE A MAXIMUM OF 4"BELOW THE TOP OF THE CONCRETE PAD.THE 5.THE CONTRACTOR SHALL FIELD VERIFY ALL CRITICAL ELEVATIONS PRIOR TO 639-1-122: CABINET SHALL INCLUDE AN EIGHT PHASE BACKPLANE WITH A MINIMUM OF 16 POSITIONS ON THE LOAD ORDERING SIGNAL STRAIN POLES AND MAST ARMS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING THE COMPANY PROVIDING ELECTRICAL POWER TO BAY AND SHALL INCLUDE ADDITIONAL COST OF LABOR, CONCRETE, AND OTHER MATERIALS FOR DETERMINE IF A SERVICE PROCESSING OR CONNECTION FEE IS REQUIRED.THE COST OF ANY SUCH FEE SHALL BE CONTROLLER BASE,PAD,AND STEPS,AS ONE UNIT.THE CONTRACTOR SHALL COORDINATE WITH PASCO 6.THE TYPE OF EQUIPMENT USED IN THE INSTALLATION OF MAST INCLUDED AS PART OF PAYMENT FOR ELECTRICAL POWER SERVICE ASSEMBLY. COUNTY SIGNAL SHOP FOR ACCEPTABLE CHOICES OF TRAFFIC CONTROLLER AND CONTROLLER ARMS/FOUNDATIONS, OVERHEAD/CANTILEVER SIGNS/FOUNDATIONS, AND THE CABINET. MOVEMENT/INSTALLATION OF STRAIN POLES SHALL MEET THE FOLLOWING 639-1-122: f0 THE COST OF THIS ITEM SHALL INCLUDE THE COST FOR THE APPROPRIATE METER CAN CONTAINING AN INTERNAL 670-5-111: O REQUIREMENTS: BYPASS SHUNT SWITCH AS REQUIRED Bf THE LOCAL POWER COMPANY.THE CONTRACTOR SHALL VERIFY THE TYPE SHALL INCLUDE TELEMETRY TRANSCEIVER, ALL INTERFACE PANELS, CONTROLLER EQUIPMENT, AND w a)OVERHEAD LINES SHALL STAY IN PLACE BOTH VERTICALLY AND OF METER CAN AND A BREAKER BOX TO USE WITH THE PASCO COUNTY SIGNAL SHOP. A SEPARATE CIRCUIT SHALL BE FUNCTIONALLY COMPATIBLE WITH THE SYSTEM EQUIPMENT AND SOFTWARE NOW OPERATING LA HORIZONTALLY BREAKER SHALL BE ADDED TO THE SERVICE POLE FOR THE LUMINAIRES ATTACHED TO THE SIGNAL POLES. IN ON THE TRAFFIC SIGNAL COMPUTER SYSTEM.CABINET CIRCUITRY AND CONTROLLER EQUIPMENT SHALL In C ADDITION,WIRE ALL LUMINAIRES TO ONE(1)PHOTO ELECTRIC CELL ATTACHED TO THE SERVICE POLE. FALL BACK TO TIME BASED COORDINATION IN THE EVENT THE LOSS OF TELEMETRY COMMUNICATIONS Z O OCCURS. < b)CONTRACTOR SHALL MEET ALL APPLICABLE OSHA REQUIREMENTS. 639-2-1: J ANY COST ASSOCIATED WITH THE TYPE OF EQUIPMENT REQUIRED FOR THE PAYMENT OF THIS ITEM SHALL BE BASED ON THE LINEAR FOOT OF A COMPLETE WIRE(I.E.ALL CONDUCTORS). 670-5-111: a- It) THIS INSTALLATION IS INCLUDED IN THE RELATED PAY ITEMS. THIS INTERSECTION REQUIRES A COBALT CONTROLLER WITH TWO(2)DATA KEYS, Z 646-1-11: 7. ALL GROUND ROD CONNECTIONS SHALL BE MADE USING EXOTHERMIC WELD ALUMINUM PEDESTALS SHALL BE MOUNTED ON TRANSFORMER BASE. 670-5-111:PRIOR TO SIGNAL CABINET ASSEMBLY INSTALLATION,THE SIGNAL CONTRACTOR SHALL VERIFY 0 GROUND CONNECTORS. THE OPERATION OF THE SIGNAL EQUIPMENT BY PERFORMING A BURN-IN OF THE ASSEMBLY FOR EACH 649-1-14: LOCATION WITHIN THE PROJECT.A REPRESENTATIVE FROM THE FDOT TRAFFIC OPERATIONS WILL 8.ALL UNUSED REDS SHALL BE HARD WIRED TO 120V AC,UNLESS A FLORIDA AT LOCATIONS WHERE UNDERGROUND UTILITIES ARE IN CLOSE PROXIMITY TO THE SIGNAL POLE FOUNDATION,AS OBSERVE AND ATTEST TO THE VERIFICATION.THIS BURN-IN WILL BE AT A DESIGNATED LOCATION NCO DEPARTMENT OF TRANSPORTATION APPROVED PLUG-IN JUMPER IS USED DETERMINED BY THE CONTRACTOR,THE CONTRACTOR SHALL HAND DIG THE FIRST FOUR FEET OF THE HOLE FOR SUPPLIED BY THE SIGNAL CONTRACTOR. THE POLE FOUNDATION. J 9.A MANDATORY PRE-SIGNALIZATION MEETING SHALL BE HELD PRIOR TO THE 678-1-113: Q START OF THE PROJECT. ALL MATERIAL SUBMITTALS SHALL BE PROVIDED AT 649-1-14: PROVIDE ONE(1)GARMIN GPS#GPS16X-HVS WITHIN THE CONTROLLER CABINET. Z THE MEETING OR PRIOR TO THE MEETING. ALL SPLICES IN THE POLE BASES SHALL BE MADE USING 3M 3570G CONNECTOR SEALING PACKS OR EQUAL.ALL Ur O 10. THE CONTRACTOR SHALL COORDINATE WITH PASCO COUNTY TRAFFIC SIGNAL SPLICES SHALL BE MADE AT THE HAND HOLE. 682-1-113: m SUPERVISOR ON PROVIDING A SPECIAL CONNECTION BETWEEN A PORTABLE THE CCTV CAMERA SHALL BE PELCO ESPRIT ENHANCED ES 6230-12P WITH POE INJECTOR AND It) POWER GENERATOR FOR EMERGENCY USE AND THE CONTROLLER CABINET. 649-1-14: CONTAIN ALL THE NECESSARY WIRING,CABLES,AND MISC.EQUIPMENT TO CONNECT TO THE ALL SIGNAL POLE FOUNDATIONS SHALL HAVE A MINIMUM OF THREE 2"AND ONE 1"PVC CONDUITS. UNUSED CONTROLLER CABINET. CONDUITS SHALL BE RUN TO THE NEAREST SIGNAL PULL BOX OR SIGNAL CABINET,WHICHEVER IS CLOSEST. UTILITY / AGENCY OWNERS 685-1-13: LLJ 653-1-11: THE UNINTERRUPTED POWER SUPPLY (UPS) UNIT SHALL BE HOUSED IN A SEPARATE ENCLOSED TONI CANNON VENKAT VATTIKUTI ED SIEDZIK PEDESTRIAN SIGNAL SHALL BE COUNTDOWN WITH OVERLAY/FILLED/FILLED HAND AND PEDESTRIAN SYMBOLS,AND CABINET OR IN A TRAFFIC SIGNAL CABINET WHICH IS DESIGNED TO HOUSE THE UPS ASSEMBLY IN 813-875-1014 727-847-8139 813-235-6189 SHALL BE F.D.O.T.APPROVED PRODUCT. ADDITION TO THE TRAFFIC SIGNAL CONTROL EQUIPMENT. IF A SEPARATE CABINET IS REWIRED,THIS FRONTIER COMMUNICATIONS PASCO COUNTY TRAFFIC PASCO COUNTY UTILITIES PAY ITEM SHALL INCLUDE CABINET TO HOUSE THE UPS ASSEMBLY. THE TRAFFIC SIGNAL CABINET 3712 W.WALNUT ST. OPERATIONS DIVISION 7530 LITTLE RD.,S-205 660-4-11&660-4-12: CONCRETE BASE SHALL BE LARGE ENOUGH TO SUPPORT THE TRAFFIC SIGNAL CABINET AND THE UPS TAMPA,FL 33607 7536 STATE STREET NEW PORT RICHEY,FL 34654 THIS ITEM SHALL INCLUDE ALL LABOR AND MATERIALS REQUIRED TO FURNISH AND INSTALL A VIDEO DETECTION CABINET. PAYMENT FOR ADDITIONAL CONCRETE BASE, INCLUDING LABOR AND MATERIAL, SHALL BE NEW PORT RICHEY,FL 34654 SYSTEM.THE DETECTION SYSTEM SHALL BE COMPATIABLE WITH THE PASCO COUNTY'S CONTROLLER EQUIPMENT, INCLUDED IN TRAFFIC CONTROLLER ASSEMBLY PAY ITEM NUMBER. THE CONTRACTOR SHALL JEREMY CORNETTE ED SIEDZIK CABINET AND TRAFFIC SIGNAL COMPUTER SYSTEM. THE CONTRACTOR SHALL COORDINATE WITH THE COORDINATE WITH PASCO COUNTY TRAFFIC OPERATIONS FOR SPECIFICATIONS.THE UPS UNIT SHALL 941-345-1348 MICHAEL GULVIN 813-235-6189 6189 MAINTAINING AGENCY FOR UNIT ACCEPTANCE AND SHALL BE LISTED IN THE F.D.O.T.APPROVED PRODUCT LIST. BE OF THE SAME MAKE AND MODEL AS IS CURRENTLY BEING USED Bf THE MAINTAINING AGENCY. CHARTER COMMUNICATIONS 3525885115 EXT:1131 PASCO COUNTY UTILITIES THE VIDEO DETECTION SYSTEM SHALL BE MIOVISION WITH THE FOLLOWING SPECIFICATIONS: - - 700 CARILLON PKWY.,SUITE 6 7530 LITTLE RD.,S-205 WITHLACOOCHEE RIVER • MIOVISION SMART LINK 685-1-13: ST PETERSBURG,FL 33716 ELECTRIC COOPERATIVE NEW PORT RICHEY,FL 34654 • MIOVISION SMART SENSE THE TOP ELEVATION OF THE CONTROLLER CABINET BASE SHALL BE 4"ABOVE FINISHED GRADE WITH A 30461 COMMERCE DRIVE • SMARTVIEW-360"CAMERA CABINET EXTENSION BRINGING THE CABINET BASE TO THE CROWN OF THE ROAD.TECHNICIAN SERVICE BRUCE SELLARS SAN ANTONIO,FL 33576 • SMART MOUNT-TCS MIOVISION CAMERA MOUNT WITH 300 FT.CAT5E OUTDOOR CABLE PAD SHALL BE A MINIMUM OF 4 INCHES ABOVE GROUND SURFACE GRADE. THE BASE SHALL BE 813-780-0000 EXT:3567 • SMARTLINK CELL COMMUNICATION(1 YEAR) INTEGRATED WITH THE BASE FOR UPS.PLACEMENT SHALL BE COORDINATED WITH THE PASCO COUNTY 39825 2 A ZEPHYRH ILLS STEPHANIE OLMO • SMARTLINK ASTPM PERFORMANCE SOFTWARE(1 YEAR) TRAFFIC OPERATIONS. THERE SHALL BE A MINIMUM OF TWO (2) FEET SEPARATION BETWEEN THE ZEPHYRHILLS,LSTON FL 407-905-3376 • SMARTSENSE COUNT SOFTWARE(1 YEAR) CONTROLLER CABINET AND THE UPS CABINET. FL 33542 DUKE ENERGY • CONTACT JOHN GASKINS AT TCS(813)351-9973 FOR DETAILS. HENRY KLOBUCAR 452 E.CROWN POINT ROAD 685-1-13: 406-496-6510 WINTER GARDEN,FL 34787 PRIOR TO CONSTRUCTION THE UPS SHALL BE A MODEL PB2000-ITS POWERBACK,WITH AUTOMATIC TRANSFER SWITCH AND ZAYO GROUP 6Q/Q P LA IV S 48 HOURS BEFORE DIGGING GENERATOR CONNECTION.IT SHALL BE HOUSED IN A SEPARATE BASE MOUNT CABINET.. (FORMERLY LIGHTWAVE,LLC) MARK HURST 130 N.MAIN STREET 727-820-5208 1st AVENUE NOT FOR CALL VEENUNU 685-1-13: DUKEE BUTTE,MT 59701 DU E N. TOLL FREE THE CONTROLLER CABINET BASE SHALL BE 4"ABOVE FINISHED GRADE WITH AN 18"CABINET 299CONSTRUCTION EXTENSION FOR THE CONTROLLER CABINET ONLY.THE UPS CAN BE AT BASE HEIGHT. ST PETERSBURG,FL 33701 1-800-432-4770 03/10/21 SUNSHINE STATE ONE CALL CENTER 700-5-22: SHALL BE L.E.D.TUBE LIT TYPE AND SHALL BE LISTED IN THE F.D.O.T APPROVED PRODUCT LIST. T-3 of 1 SIGNALIZTION ci z — m 101-1 1 LS rn 102-1 1 LS ¢ 5 M o 0 1522-2 , XX SY p 00 00 J N cedar 11 11 m a N UTILITY I 570-1—2 xx SY Q o PEDESTAL o f M CL� EX. R/W LINE UP _� EX_R/W LINE _ _ Y 0 F g L—OHL— V OHL OH.—OHL—OHL-- —OHL—OHL—OHL—OHL—OHL O-0HL- OHL 10 i o' EILAND BLVD.• OH HL OHL OHL OHL OHL OHL OHL—OHL OHL HL OHL OHL OHL M POSTED SPEED=50 mph U P SG GN V WV PED POLE DESIGN SPEED =55 mph POLE O 10' (2 2" RUNS) 630-2-11 15 LF UTILITY SIMONS RD.: VAULT 646-1-11 I1 EA (3-2" RUNS) 630-2-11 43 LF POSTED SPEED=30 mph 665-1-11 1 EA POLE O DESIGN SPEED =35 mph Fi 649-1-14 1 EA QQ w -�S N (3-2" RUNS) 630-2-11 45 LF 01 O I (17"x30"x18") (n 649-1-14 1 EA I log a 635-2-11 3 EA O VEHICLE DETECTION CAMERA #1 a (17"X30"x18") INVERT 24 RCP 635-2-11 3 EA INVERT 24" RCP = 94.84 N PED POLE (D RUNS) 630-2-11 17 IF 0 0C PED POLE __ • P6 646-1-11 1 EA N N (2-2" RUNS) 630-2-11 LF 665-1-11 1 EA Z 0 O 646-1-11 1 E P6 634-4-153 1 PI - - - 665-1-11 EA (5-2" RUNS) - -------- Z 6 630-2-12 77 LF DZISR p' 30' O rj <, (1 HV, 1 LV, 1 LT, 2 SPARES) a. , ; Q J EILAND BLVD. 6 DZ6 SCALE: 1" = 30' 32 33 (6-2" RUNS) 630-2-12 94 LF F34' PED POLE 35 Q > Q q- iR5 630-2-11 17 LF L I Z Z (8 RUNS) 630-2-11 LF �'-DZ5 6 (TYP) (1 HV, 1 LV, 1 LT, 1 l 646-1-11 1 EA (' p r� 632-7-1 ] Pl CAM, 2 SPARES) V (17"x30"x18") 635-2-11 4 EA POLE 30 2 665-1-11 1 EA of m 660-4-11 1 EA DZ2 630-2-11 11 LF (17"x30"x18") 663-1-111 1 EA 649-1-14 1 EA II 635-2-11 3 EA LL 670-5-111 1 AS 678-1-113 1 EA VEH E DETECTION SGN 4 4 N - POLE O2 ��\ 685-1-13 1 A C ERA #2 (3-2" RUNS) 630-2-11 11 LFPOWER \�] 649-1-14 1 EA SERVICE POLE UTILITY (1 HV, 1 LV, 1 LT, 1 STA. 33+20.55 1 (17 x30" 18") PEDESTALS CAM, 2 SPARES) OFFSET 77.3 RT (6-2" RUNS) 630-2-12 102 LF CV I 635-2-11 3 EA SGN RUNS 630-2-11 8 LF OHL 0 L-OHL ----- OHL----OHL- -OHL-----OHL---OHL (17"x30"x1 " 635-2-11 1 EA 0 - - - EX.R/W LINE I 639-1-122 1 AS- - - - - I 639-2-1 8 LF EX.R/W LINE (TECO TO INSTALL PULL BOX) - 641-212 1 EA INVERT 5" RCP = 95.38 POINT OF POWER 630-2-11 17 LF INVERT 15" SERVICE 639-2-1 17 LF 60% PLANS NOT FOR CONSTRUCTION 03/10/21 T-4 of T CONTROLLER TIMINGS VEHICULAR & PEDESTRIAN SIGNAL HEAD DETAILS VIDEO VEHICLE DETECTION ASSIGNMENTS MOVEMENT NUMBER 1 2 3 4 5 6 7 8 U _ _ MINIMUM GREEN - 115 - 10 7 15 - - Z m CAMERA DETECTION DETECTION DELAY EXTENSION - ] 3 - 3 3 3 - - vS DETECTOR ZONE ZONE TIME MAXIMUM GREEN 1 TO BE DETERMINED BY Q d r'i o 0 (6'x6') (6'x30') (SEC.) MAXIMUM GREEN 2 PASCO COUNTY O J m N YELLOW CLEARANCE - - - - ® a P6 V) O N CD1 I DZ2 U d M ALL RED - - - - Q 3 CD1 DZ5 PEDESTRIAN WALK - 7 - 7 - 7 - 7 © P8 06 M E PED. CLEARANCE — — — — Y CD2 DZ4 RECALL — MIN — — — MIN — CD2 DZ4 Y Z PED. SIGNAL CD2 DZ6R 5 G fCr COUNT-DOWN CD2 DZ6 OVERHEAD STREET NAME SIGN LOCATIONS 3-SECT., 1-WAY 4-SECT 1-SECT., 1-WAY ., 1-WAY 4 4 AS POLE 4 6 AS 1 AS O 650-1-14 650-1-16 1 653-1-11 LED O O LED LED I o oo I I POLE ST CROWNG SiAl1T GRG&&ING ��IN„ POLE LOCATIONS � DON'T START GONT START I >� � I' 1. SIGNS ARE DOUBLE-SIDED,EXCEPT DETECTION DEVICES POLE NO. O S TMEEN W RRING ❑TM EREMANiNG SIGN A. DNA,Cmviry T F1NA,Cms*g STATION 34+21.00 34+20.16 33+06.65 33+07.47 2.BRACKET ARMS SHALL BE fJI 1663-1-110 3 EA LII 0GNTCRo5S 41 .GNTCRGS3 OFFSET 86.4' LT 45.2' RT 45.1' RT 86.5' LT MOUNTED PERPENDICULAR TO ELEV. AT XX.XX XX.XX XX.XX XX.XX APPROACHING TRAFFIC. 663-4-12 2 EA VUSA PUSH' u_ GROUND TG GN099 TG GRG95 0 ELEV. AT TOP XX.XX XX.XX XX.XX XX.XX R10-3e R10-3e IY Z FOUNDA110N 9°x12" 9"x12" ELEV. OF ROADWAY XX.XX XX.XX XX.XX XX.XX Z C O BENEATH ARM II 3 REQUIRED 3 REQUIRED Q L BO Q Z N C CONTROLLER NOTES 0 N H M POLE O3 1. THE MAJOR STREET IS EILAND BOULEVARD,PHASE 2(MOVEMENTS 2 AND 6). THE MINOR STREET IS < J POLE 2 SIMONS ROAD,PHASE 3(MOVEMENT 4). N S.O.P. 12 (MODIFIED) 2.THE CONTROLLER CABINET SHALL BE CAPABLE OF RUNNING A SOP 10. THE INITIAL SOP SHALL BE J SOP 12 (MODIFIED)AS SHOWN ON THE PLAN SHEET WITH THE FOLLOWING: < (A)FLASHING OPERATION IS YELLOW FOR MOVEMENTS 2 AND 6 AND RED FOR ALL OTHER z 2 5 - Z P6 ��' p$ MOVEMENTS. (D O V 5 6 _ 4 4 ( D ACTUATED CING TEASE PEDESTRIANS FOR MOVEMENTS P6 DURING PHASE 2,AND MOVEMENT P8 J jE— In m-� (C)SIGNAL TIMING MAY REQUIRE FIELD ADJUSTMENTS BY THE COUNTY ENGINEER. Cl) C 2 fC GENERAL NOTES Lu PHASE 1 PHASE 2 PHASE 3 1. THE POLE LOCATIONS(STATION/OFFSET)ARE MEASURED FROM THE BASELINE OF SURVEY ALONG EILAND BOULEVARD. 2.ALL VEHICULAR SIGNAL HEADS SHALL HAVE BACKPLATES WITH REFLECTIVE BORDERS AND TUNNEL VISORS. 3.POWER SERVICE METER BASE AND DISCONNECT SHALL BE INSTALLED ON THE CONCRETE SERVICE POLE AS SHOWN ON THE PLANS AND PER INDEX NUMBERS 639-001 AND 639-002.. 4.THE CONTRACTOR SHALL ENSURE THAT THE PROPER NUMBER OF CONDUITS ARE INSTALLED FROM THE CONTROLLER CABINET FOUNDATION TO THE NEAREST PULL BOXES. 5.THE CONTRACTOR SHALL REFER TO THE CIVIL ENGINEERING PLANS FOR THE SIGNING/PAVEMENT MARKING PLAN DETAILS. 6.A MIOVISION CAMERA SHALL BE MOUNTED TO THE TOP OF POLE#1 AND POLE#3.ANY NECESSARY SIGN DETAILS CABLE SUPPORTS REQUIRED WITHIN THE SIGNAL POLE SHALL BE INCIDENTAL TO THE COST OF THE SIGNAL POLE.THE VEHICLE DETECTION CABLES SHALL RUN TO THE CONTROLLER CABINET SIGN OA SIGN © SIGN © THROUGH SEPARATE LOW VOLTAGE PULL BOX AND CONDUIT AS SHOWN ON PLANS. Bland I I Simons Simons 60% PLAN S XXXXX BLVD XXXXX XXXXX RD RD XXXXX NOT F O R CONSTRUCTION 700-5-22 J1 EA 700-5-22 2 EA 03/10/21 NOTE:SIGN A IS A SINGLE-SIDED SIGN.SIGNS B AND C SHALL BE MOUNTED BACK-TO-BACK CREATING ONE SIGN ASSEMBLY.ALL SIGNS SHALL BE MOUNTED ON A SIGN BRACKET ARM. rrT-5 or T z0 � m c p i- rn O 0 ow zzo - nom 0z z ` _ SIGNALIZATION PLANS °"'E 02/19/21 — - Eiland Boulevard and Simons Road ° LINCKS & ASSOCIATES, INC. i oAR/RWF 5023 West Laurel Street Tampa. Florida 33607 �� Tel (813) 289-0039 CHECKED �._ Fax (813) 287-0674 WC) Cn n CC) rn n n n n cn n n CI C) CO C) C/) C) a O N q S N W + ,, Z z x o 0 C 0 0 0 J iijjiiii ! ! ! ! I p IIII : : = : I !' a x w N x �4 ,N 0 N m m V N . pp A_ m A U I W(D p, A _ J'RI 9 m Wm A IV�1ff� 0� A w o+ rq DO 2 v � wa 0' IX w�rnw �w w� Nir1IO IAI mN O Cn� W�O1W C�WI (p ct IV II m o II n N A_ in warn A y p� N CD C) CD f) Cl) C) Cl) C7 CD n ti O 'J! cn n Cl) C7 Cl) C) fn n Cl) c) CD c) 11 m I I N ('1 ■ N °1 m to F — ae O O O N 4. 4. Ip b m J X O r V p O f° w x , + W n N Q IC V I 'Il m -. Q1 x O x O O o U LA w�p�w ZI f y IV'I Tp; II m N O CT NJ -I > Nam s SIGNALIZATION PLANS OiATE o /'Di1 Eiland Boulevard and Simons Road ° ' F1 o LINCKS & ASSOCIATES, INC. VVYF 5023 West Laurel Street GUIDE SIGN Tampa, Florida 33607 Tel (813) 289—0039 e,. Fax (813) 287—0674 L�O 8-1, LZ/Oi/GO .65 £ ,£9 £ SS b bs N A A ,9'£LL i' b NOIIDnWWSNOJ £9 9 ,£9 £ ,L9 4 .69 N A A .L'L£L £ £ UOJ ION b-1 L H .9L £ ,68 £ ,L8 4 ,LL N A A ,S'£LL Z Z SN V l d %06 .9.06 £ ,S'ZOL c .S'b6 b ,S98 N A A ,L'L£L L L (s 0LLV0 l 1V 9IS 3 rLLn3 A1No SISA-1 NV W8 HiS 3 N A A S'£LL 4 b L Z d ,£9 £ ,69 £ ,LS N A A ,L'L£L £ £ 4-1 L ,9 Z d ,9L £ ,L9 £ ,LL N A A L ,Z d ,506 £ .S'ZOL £ .S'b6 b $99 N A A ,L'L£L L L H101M HOI3H'1SI0 HiOIM 1H013H '1SI0 30NVISIO 33S L 03S 9 33S 9 33S b 03S £ 03S Z 03S L (N/A) (13) N N0LLVMi 310d (H/A) (N/A) NOLLVA313 NOLLVA313 '°N '01 '°N °N it -n°Nf102q (310d 01 C13HOV11V 31 ,d, 213LN3 s) (3) SNOLL03S JO 2l38WnN/(13)310d HO213 33NVJSIO IVNOIS H IMO NOLLVONn03 lOnLl1S 133HS 001 1ON3l V 3dA1 310d IL HLOIM/1H9I3H/(►)310d W0213 33NVISIO NOLLdW3-321d lVNOl5 S31V1dN0V8 d 1 j°d°L ' NVRLLS303di NVdS S VIVO NJIS A3N3Oa3W3 V1V0 IVNOIS I z z (D > cD - D' > NOLL332110 3SIMN0013 V NI 2I0 AVMOV021 NOLLVA313 NOLIVONn03 - OV3H IVNOIS A821V3N 3H1 01 310d 3H1 NOLLVA313 NM0 0 JO 2131N30 WOa3 O321nSV3W 30NVISIO EL z :31ON 38M NVdS Z 310d £5 N 1V O V) lj 0£ JO IHO13H ONLLNnOW —• V IV 310d NIV2LLS 1331S 01 03HOVI1V W8V 13)13V218 13 O > 5L ONV 3d1VNIWn1 03S0d08d • m NN 0Nn021O 3A08V -NM „9—,LL .£g O 1HOI3H ONLLNnOW NOIS 0) AI8W3SSV NDIS J1 031VNIWn111 AllVNN31Nl IV I HIOIM '13 0£ 30 1HOI3H ONLLNnOW .99 iz IV '13 L V IV 310d NIV2l1S 1331S 01 Z NVds — 0£ 30 1HOI3H ONLLNn0W g 1HOI3H o 9LL ONV 3211VN Wnl 03SOdOad 1331S 01 03HOVIIV l3)1OV8 14 9L ONV c L NVdS WHV 3211VN Wnl 03SOd0Lld L 3IOd £b O O 0V3H IVNOIS Ol 30NV1SI0 m m °_ • OkI 318V3 IVNOIS ONV c .89 w O O 32lWI 2i3ON3SS3W £ NVdS \\\\ 310d • z - f — m b NVds i x N � .99 r 73HlMAk8VN3iVD / -zC-) 9S 19 1V n �, 13 0£ 30 1HO13H ONLLNnOW O 1Vfl03 210 X X 1—3 XV N4 L 3A21n3 V IV 310d NIV2IIS 1331S 01 m 3 ro S31 3Sn 'S3321O30 0 S3211VNIWn1 31-IL 1111 'NOI1V213d0 03HOV11V W21V I3NDVb8 13 -S L ONV 3211VNIWn1 03SOd0 Id 110A OZL 2103 03HIM 3e 11VHS S321IVNIWn1 3H1 : D 3IOd n a r (I) SJ '£n '£e — ONILVd one • — SN3Wn1 03213AI13a • o W— C) VWOSOL — lN3aan3 3AIba • t OVoa SN0MIS O aNVA31noa 0NV113 t°0 rt a Al 3dAl - N0unelals10 • STN P1 )lOOO - 3a1LLV213dV31 80103 • a3SOd021d NVdS X08 ALLZ—OZL — 30V110A • 310d NIVals JO 5,903 L — S,031 10 '0N • P :SNOIl10NO3 ONIMO110-4 3H1 HIM 03NDIS30 3d1VNIWn1 031 V 3Sn U Lo W d 3j8, (Typ.) a C4 ti o Q y O N ' O CC Y N H H 4 Varies (10'-8712' Max.) U Z J 25%+ of Sign - Panel Width Round HSS 4.5 x 0.237 m o /\ Angle 6 o — & �a� --- -- --- -- ----- O 6. 90°0'0" Ca y�L rr ��ound Pole & Arm p HSS 5.0 x 0.258 Typ. %" Neoprene Pad (Typ.) CD u_ O z"O Bolt with �, 1 ")Double Heavy Hex Nut �` Z and Flat Washer (Typ.) J 0 1 dN W (Typ.) PLAN (CONCRETE STRAIN POLE) z NOTES: P. fu Round HSS 5.0 x 0.258 < J 1. Verify the pole type and dimensions required for installation of the Sign Bracket N _ _ Vertical Pipe Arm and mounting angle before manufacturing Sign Bracket Arm. J 2. Design Wind Speed = 150 MPH; Maximum Sign Size = 10'-0" long by 2'-6" tall Q o I I 1/ 6- a n Design Loads from the center of the vertical pipe are as follows: z I i ~ m Horizontal Moment = 6,469 ft lbs Vertical Moment = 2,202 ft lbs (.9 O Horizontal Shear = 1,146 lbs Vertical Shear = 397 lbs N m �' Round HSS 4.5 x 0.337 3. An alternative Sign Bracket Arm design may be proposed at no additional cost to -D -� the department. The alternative shall be designed in accordance with the latest Ln Clamp —�� II CL Arm Cap edition of the FDOT Plans Preparation Manual, FDOT Structures Design Guideline and CD II , AASHTO Standard Specifications for Structural Supports for Highway Signs, Luminaires, LE Cl)and Traffic Signals. C , a I 1"0 Hole 4. /f an alternative design is proposed, submit design calculations and shop drawings I If CI signed and sealed by a Professional Engineer Registered in the State of Florida. Round HSS 5.5 x 0.258 Collar 5. All structural steel except for Structural Tubing shall conform to ASTM A572 Grade 50. Structural Tubing shall conform to ASTM A53 Grade B. Al! bracket plates shall be hot bent. Q1 II IIIJI t Han in Hardware 6. All Bolts shall be High Strength A325 Bolts and shall receive Electrodeposited Coating ui II II I g g in accordance with ASTM 8633. II (By Others) Shall 7. The complete Sign Bracket Arm Assembly shall be hot-dipped galvanized in accordance Allow for Free with ASTM A123. Swinging Sign B. All Welding shall be in accordance with American Welding Society Structural Welding Clamp I I %"0 Bolt with Double Hex Nut and Code (Steel), ANSI/AWS DI.1 (current edition). Required weld material is E70XX. 1. Flat Washer (Typ.) Nondestructive testing is not required. "O Bolt with (Field Drill 1%6'0 9. Field Welding is not permitted. Double Heavy Hex Nut Hole in 50 Pile) 10. All materials and labor required to furnish and install the Complete Sign Bracket Arm and Flat Washer (Typ.) Assembly shall be included in pay item 700-5-22. 12. When non-internally illuminated sign panels are called for in the plans, the Contractor ELEVATION (CONCRETE STRAIN POLE) shall meet all requirements as found in Section 700 o ns (Concrete Strain Pole Shown, Steel Pole similar) for Road and Bridge Construction and supplements th 60°/'o PLANS NOT FOR CONSTRUCTION 03/10/21 `T-9 of 1 a 5 z 0 ---- ---- ) d § so § z } § E ° 0 E m -al--a § m P >0( -D m [22 k k ao/ --- / 2 � -- P . P1O =_ ----- _= m q ��m §f z 0 §M | . | � 2 | � 3 � | | � z | I I 2 > I- -< , | 2 I | j P § q z_D | | > O wk§ | | ' -o A > 2 § I » ' | ■ - P1 | \ | Z I -o | « � , | P1 > i ' rk k� o§ �a fr §§ q a) m O CD w7Ro � �w �k > N � k Z SIGNALIZATION PLANS WE02/19/21 -J __________________________ Elland Boulevard and Simons Road Dl LINCKS & ASSOCIATES, INC. DRAWN 5023 West �� Street OVERHEAD SIGN Tempo, Florida 33 K7 Tel (813) 289-0039 __ (8 13 287-0674 O 0 -n co > O ' O C r0 M M I cI 0 W zzo -.-- -io O C-n - rOrN - -� D z ii- `EWEM SIGNALIZATION PLANS DATE o__ Eiland Boulevard and Simons Road STRAIN POLE 00 mw zm > O r O co —1 M r � PC op zZ c N HO O CT N nz D z Z - - SIGNALIZATION PLANS DATE 02.119/21 Eiland Boulevard and Simons Road ' F STRAIN POLE O O -1 mw z > O o � O c -U WI- m a� O 0 �w zz o - -io N �oD z Z `___ SIGNALIZATION PLANS IDATE 02/19/21 -L _____________________ Curley Road and Overpass Road REPORT OF GENERAL NOTES Z 1. ALL TRAFFIC CONTROL SHALL CONFORM TO FDOT DESIGN STANDARDS, INDEX 102-600 SERIES,AND THE FEDERAL HIGHWAY ADMINISTRATION'S MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (CURRENT EDITION). N 2. PRIOR TO COMMENCEMENT OF CONSTRUCTION OPERATIONS, INSTALL ADVANCE WARNING SIGNS, BARRICADES AND CONSTRUCTION SIGNS UTILIZING FDOT DESIGN O "M'9' 9' � n STANDARDS 102-600 SERIES. J N N `o 3LL„�n 3. UTILIZE INDEX NUMBERS 102-600, 102-601, 102-602, 102-603, 102-604, 102-660,AND OTHER INDEXES AS APPLICABLE FOR MAINTAINING TRAFFIC DURING CONSTRUCTION M N ACTIVITIES. 4. SINGLE LANE CLOSURES WILL NOT BE PERMITTED FROM THE HOURS OF 7:00 AM TO 9:00 AM AND FROM 4:00 PM TO 6:00 PM. 5. THE EXISTING POSTED SPEED LIMIT OF 50 MPH ALONG EILAND BOULEVARD AND 35 MPH ALONG SIMONS ROAD SHALL BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION. 6. THE CONTRACTOR SHALL UTILIZE PORTABLE CHANGEABLE(VARIABLE)MESSAGE SIGNS (PCMS)DURING ACTIVE NIGHT-TIME OPERATIONS. THE DISPLAY SHALL BE PLACED IN ADVANCE OF THE FIRST WORK ZONE SIGN IN EACH DIRECTION APPROACHING THE WORK ZONE IN A LOCATION APPROVED BY THE ENGINEER. THE FOLLOWING PCMS DISPLAYS SHALL BE UTILIZED(SEE BELOW): O 7. THE CONTRACTOR SHALL PROVIDE A TEMPORARY TRAFFIC CONTROL PLAN PREPARED UNDER THE DIRECTION OF,AND SIGNED AND SEALED BY,A LICENSED FLORIDA PROFESSIONAL ENGINEER WHO IS EXPERIENCED IN PREPARING TRAFFIC CONTROL PLANS AND WHO IS CERTIFIED PER FDOT PROCEDURE, TOPIC NO.625-010-010. 8. LANE CLOSURE RESTRICTIONS SHALL APPLY EQUALLY TO BOTH MOTOR VEHICLE AND BICYCLE TRAFFIC. O O 9. TEMPORARY TRAFFIC CONTROL DEVICES SHALL BE DESIGNED TO MAINTAIN THE EXISTING POSTED SPEED LIMITS. N n cc < O z m U o � Q � -J > z � LL - LL N a 60% PLANS NOT FOR CONSTRUCTION 03/10/21 FLORIDA DEPARTMENT OF TRANSPORTATION STORM DRAIN TABULATION FORM Sheet 1 Financial Project ID No. County: Pasco Units: [ ] Metric(SI) Prepared by: DWM Date: 2/25/2021 Description 19061 Simons& Eiland Intersection [ ] US Customary Checked by: Date: UPPER w HYD. GRADIENT J GRAD (ZONE or COUNTY:6 LOCATION o: -- DRAINAGE AREA z_ r w OF LOWER z E (ac.or ha) w E r Q N LL �, CROWN rn PHYSICAL - FREQUENCY:10 yr UPPER END O o U E E a O 4 w W Z) _J z O E U O M z m Q w E =0.9 O J - J z INLET m F E MIN. E w F W O W rn E W E E FLOW LINE W w NOTES: C=0.40 z z z J OR O 8 PHYS. 0 o` W x w 2 LL LL O w Q W O O J O ^2 J U w W w F C=080 SUB O O O z �- cn �, ¢ �, GUTTER ,. ¢ c w n Minor Losses Include Exit I Bend, E Co o z r w o — > Exp/Contr&Entrance Loss Ponds z w O o O TOTAL U — o O Q v ELEV. UPPER LOWER J E O STATION `o Z w w INCRE- C-A 2 , w ~ m " of (ft or m) END END Q o z rn SLOPE(°/) o z o J MENT TOTAL r F ELEV ELEV w (ft.orm) (tt.orm) z REMARKS 0.000 0.000 0.000 94.61 94.58 0.03 0.31 k=0.5 S19 C M 10 0.000 0.000 0.000 44.78 0.03 3.81 1.536 5.85 5.85 96.80 94.62 94.52 0.08 1 18 1.00 5.94 . 13+24.12 33.13 L S18 3.413 3.413 1.536 93.12 93.02 0.10 Depth-2.19 0.085 0.085 0.081 94.58 94.44 0.14 0.35 S18 15 M 39 0.037 0.037 0.015 44.81 0.24 3.80 1.632 0.36 6.21 97.46 94.52 94.44 0.10 1 18 0.20 2.66 0.08 13+24.12 22.84 L S17 0.000 3.413 1.536 93.02 92.94 Depth-2.88 0.000 0.085 0.081 94.01 93.25 0.76 0.47 S17 MH M 162 0.000 0.037 0.015 45.05 0.66 3.79 1.632 0.00 6.21 96.98 94.44 93.68 0.10 1 18 0.47 4.07 13+63.02 26.15 L X15 0.000 3.413 1.536 92.94 92.18 0 76 Depth-2.97 0.000 0.085 0.081 92.85 91.89 0.96 1.28 X15 C M 75 0.000 0.037 0.015 45.72 0.20 3.76 3.168 5.78 11.92 95.66 92.29 91.44 0.35 1 18 1.14 6.34 0.85 15+25.00 25.30 L X14 3.413 6.827 3.072 90.79 89.94 Depth-2.81 0.000 0.085 0.081 91.89 91.76 0.13 1.28 X14 MH M 10 0.000 0.037 0.015 45.91 0.02 3.75 3.168 0.00 11.92 94.37 91.44 91.29 0.35 1 18 1.47 7.20 15+99.80 24.00 L X13 0.000 6.827 3.072 89.94 89.79 0.15 Depth-2.48 0.128 0.213 0.203 91.76 91.41 0.35 1.40 X13 15 M 25 0.072 0.109 0.044 45.94 0.08 3.75 3.318 0.57 12.45 94.45 91.59 91.41 0.46 1 18 0.73 5.08 0.18 16+00.50 13.80 L X12 0.000 6.827 3.072 90.09 89.91 Depth-2.69 0.242 0.456 0.433 90.67 88.06 2.61 0.87 X12 15 M 300 0.060 0.169 0.067 46.02 0.74 3.75 3.572 0.95 13.39 94.57 91.52 88.91 0.14 1 24 0.87 6.72 2.61 16+00.30 10.80 L X9 0.000 6.827 3.072 89.52 86.91 Depth-3.90 0.162 0.618 0.587 88.03 87.84 0.19 0.19 X9 15 M 97 0.045 0.213 0.085 46.76 0.27 3.72 3.744 0.64 13.91 91.69 88.75 88.08 0.15 1 24 0.69 5.98 0.67 19+00.00 11.30 L X6 0.000 6.827 3.072 86.75 86.08 Depth-3.66 0.105 0.723 0.686 87.84 87.43 0.41 0.40 X6 15 M 103 0.029 0.242 0.097 47.03 0.23 3.70 3.855 0.41 14.28 91.66 87.98 86.86 0.16 1 24 1.09 7.51 19+96.60 11.40 L 1.12. . . X2 0000 6827 3072 85.98 84.86 Depth-3.82 0.134 0.856 0.813 87.43 86.37 1.06 0.42 X2 15 M 251 0.039 0.281 0.112 47.26 1.44 3.69 3.998 0.53 14.77 91.90 86.78 86.37 0.51 1 24 0.16 2.91 20+99.80 1 11.50 L 0.41 X1 0.000 6.827 3.072 84.78 84.37 Depth-4.47 This item has been electronically signed and sealed by Digitally signed by David W David W.Desilet P.E.#24760 using a Digital Signature. J�. 'push AF :. g y s g The date of the digital seal is shown on the cover page. o ` Desilet Printed copies of this document are not considered tiu 24760 signed and sealed and the signature must be verified -* * * DN:c=US,o=Lincks and on any electronic copies. Associates Inc., STATE Cf FSS�QNAc�: ou=A01427E0000016A22702F3 f .. F000004A6,cn=David W Desilet Date:2021.03.11 11:23:10 -05'00' FLORIDA DEPARTMENT OF TRANSPORTATION STORM DRAIN TABULATION FORM Sheet 2 Financial Project ID No. County: Pasco Units: [ ] Metric(SI) Prepared by: DWM Date: 2/25/2021 Description 19061 Simons&Eiland Intersection [ ] US Customary Checked by: Date: HYD UPPER w HYD. GRADIENT GRAD ZONE or COUNTY:6 LOCATION of DRAINAGE AREA z w OF LOWER w E (ac.or ha) w E E s a y LL y CROWN rn PHYSICAL FREQUENCY:10 yr UPPER END U I U E 0 'E }} n - O- w z O F Och Zco c ¢ W E o: W =C0.95 O " LL U) E V LL E Z) E INLET FLOW LINE rn m F E MIN. E NOTES: W C=0.40 U z z z -J - 0 OR OJ LLO " 6 PHYS. O `o w W LL. O C=0.80 SUB "O a OW0 H (n -' o: a c a GUTTER ¢_ w w Minor Losses Include Exit/Bend, z E W L m O a (D TOTAL O ~ o U z Q O ¢ t t ELEV. UPPER LOWER J E O w O - > w Ex /Contr&Entrance Loss Ponds STATION o o O j w w INCRE- C'A 2 , ~ m y (ft.or m) END END J¢ o Z v SLOPE(%) z a J MENT TOTAL F C- ELEV ELEV LL e z (ft.orm) (ft.orm) ARKS 0.000 0.856 0.813 85.10 8510.00 TW=Crown X1 MES M 0.000 0.281 0.112 48.70 0.01 3.63 3.998 14.77 91.90 86.37 0.51 1 24 0.16 2.91 . 23+44.20 70.14 L 0.000 6.827 3.072 84.37 Depth-6.80 0.000 0.000 0.000 89.17 88.50 0.67 0.34 X11 C M 196 0.000 0.000 0.000 44.78 0.62 3.81 1.536 5.85 5.85 90.79 90.35 89.30 0.03 1 24 0.53 5.26 1.05 18+00.00 27.20 L X8 3.413 3.413 1.536 88.35 87.30 Depth-1.62 0.000 0.000 0.000 88.50 88.44 0.06 0.42 X8 C M 14 0.000 0.000 0.000 45.40 0.04 3.78 3.068 5.78 11.59 90.88 89.30 89.22 0.11 1 24 0.57 5.44 19+96.45 27.20 L X7 3.403 6.817 3.068 87.30 87.22 0.08 Depth-2.38 0.058 0.058 0.055 88.44 88.30 0.14 0.57 X7 15 M 25 0.000 0.000 0.000 45.44 0.08 3.77 3.123 0.21 11.79 91.76 89.22 89.08 0.33 1 24 0.57 5.44 0.14 19+95.90 13.10 L X6 0.000 6.817 3.068 87.22 87.08 Depth-3.32 0.105 0.164 0.155 87.84 85.28 X6 15 M 103 0.029 0.029 0.012 45.52 0.23 3.77 3.234 0.42 12.20 91.66 87.98 0.35 1 24 1.09 7.51 19+96.60 11.40 L 0.000 6.817 3.068 85.98 Depth-3.82 This item has been electronically signed and sealed by David W.Desilet P.E.#24760 using a Digital Signature. The date of the digital seal is shown on the cover page. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. FLORIDA DEPARTMENT OF TRANSPORTATION STORM DRAIN TABULATION FORM Sheet 3 Financial Project ID No. County: Pasco Units: [ ] Metric(SI) Prepared by: DWM Date: 2/25/2021 Description 19061 Simons&Bland Intersection [ j US Customary Checked by: Date: UPPER W HYD. GRADIENT J GRAD ZONE or COUNTY:6 LOCATION - DRAINAGE AREA z OF F w E (ac.or ha) w ^ LL -- LOWER z ¢ N CROWN rn PHYSICAL FREQUENCY:10 yr UPPER END U o V 'E 0 'E n O , O� w o `1 ? z O 55 E U O m z M y ¢ w E w LL =0.95 O " LL U) E LL E E INLET FLOW LINE m W E U E NOTES: x U) 0 C=0.40 z z z `.- `- OR OJ U- `o PHYS. O o UJEwW U- w r C=0.80 SUB p p O $ F cwi� �, Q GUTTER 4 —J o Minor Losses Include Exit I Bend, z v °0 O o} O TOTAL ~ U z o O ¢ u ELEV. UPPER LOWER E O w 0 '— . Ex /Contr&Entrance Loss Ponds STATION F Z) w F w INCRE- C*A 2 2 OF ` (ft.or m) END END J¢ `o z g V SLOPE(%) oz a J MENT TOTAL F F ELEV ELEV LL 2 D (ft.or m) (ft.or m) z -. REMARKS 0.000 0.000 0.000 89.63 89.33 0.30 0.31 X5 I5 M 98 0.000 0.000 0.000 44.78 0.52 3.81 1.532 5.83 5.83 91.37 89.39 89.12 0.08 1 18 0.28 3.14 21+97.45 26.70 L 0.27 X4 3.403 3.403 1.532 87.89 87.62 Depth-1.74 0.000 0.000 0.000 89.33 89.16 0.17 1.21 X4 15 M 14 0.000 0.000 0.000 45.30 0.05 3.78 3.063 5.79 11.58 90.55 89.06 88.98 0.33 1 18 0.56 4.45 20+99.70127.60 L'- 0.08 X3 3.403 6.807 3.063 87.56 87.48 Depth-1.22 0.075 0.075 0.071 89.16 88.84 0.32 1.26 X3 15 M 25 0.000 0.000 0.000 45.35 0.09 3.78 3.134 0.27 11.84 91.91 88.98 88.84 1.12 1 18 0.57 4.49 0.14 21+00.20 13.20 L X2 0.000 6.807 3.063 87.48 87.34 Depth-2.75 0.134 0.208 0.198 87.43 34.83 X2 15 M 251 0.039 0.039 0.015 45.44 1.44 3.77 3.276 0.54 12.37 91.90 86.78 0.36 1 24 0.16 2.91 20+99.80 11.50 L 0.000 6.807 3.063 84.78 Depth-4.47 0.090 0.090 0.086 88.99 88.03 0.96 3.86 X10 15 M 25 0.000 0.000 0.000 15.00 0.10 6.38 0.086 0.55 0.55 91.78 88.99 88.87 0.00 1 18 0.49 4.16 19+00.00 13.40 L X9 0.000 0.000 0.000 87.49 87.37 0.12 Depth-2.79 0.162 0.252 0.239 88.03 90.75 X9 15 M 97 0.045 0.045 0.018 15.10 0.27 6.37 0.257 1.09 1.64 91.69 88.75 0.01 1 24 0.69 5.98 19+00.00 11.30 L 0.000 0.000 0.000 86.75 Depth-3.66 This item has been electronically signed and sealed by David W.Desilet P.E.#24760 using a Digital Signature. The date of the digital seal is shown on the cover page. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. • Z o — u (o (nroa)vm - � p tti __ VISEO JON NW r SCALE: 1" = t o __ __ 1 z 1 7 r* 16 J L 'v p U d W 5l C Fns Road% Js1IkioiN _ _ ! a w (r z m � A I O ❑ o O _ � I N U � ..� �lanala � ` _UI �� #� uAKIi, A (� 4 Abbott Square / 4 i o E C j1 c __ 28a j V W 1i%1 r-. .. �* t -' 1�'j^ x 8 r.., 5-r?S1 5-(j)1 I x x_ 5 •19) s-(52) — —— — V 7-(S07 S (53) 5 (59) S � X-1 S E79ScJlJ II. / ¶ cI ) - ____I - y.. . r. - — phs item as been electronically n1Ied h — . Desilet vi.U 7 usinga-Digital Signature. Td 1:e teal is shown on the cover page. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. SHEET 2 'I- \k N. -' ►`--v.�= +1 � ___._ •. ice' - r' f c/ ira } . 'r ` rf217-NORTH UTH CQ227-P _..�.. -� - [Co217-�-�3Q r• - _-� .'k REVISED TC ' ''* OAKS AT PA S -— • _. �.. pA - VIED Tc REVISED Tc � 4OA � ., D—�� r�..� u ' � l I'�C�'0192--FMC �• r � � 1fr _ 1 JLI j. CQ217-EAST Tc � ' . kj � . L :)) 1 - . �� t� � : ^� FP—2 REVISE c -� i s ' '- CO220 CD215 CQ22 rr r FP-1 95 i Jop J ro Jp°ep eB rpp�6l 9 ) $0 O S Jq, JO r0 'Oo °0 ASPHALT rp o OJ$ Jp0 rp0 rOp N J009 rpp •Sp°gip :r9 . 'c> . T� r00 6 rrt JO O 990 990 Impervious Increase: 1794 9e9 99� 9 SF / 0.041 AC. ) 99 "Ss S-19 9 '993' 960 9Br STA 3+24.12(-33.13 Lt) 9.0r CONST. Index No.425-052- Ditch ottom Inlet-Type C TOP EL.96.80 ei FL 93.12E 9 99 5_18 5-17 TA 13+24.12(-22.84 Lt.) STA 13+63.02(-26.15 Lt.) 9� ;969 'c� C ST. Index No. 425-021 - I CONST. Index No. 425-001 - 9 9 Cur Inlet Type 5(Right)with •9g Type 7 Manhole(1 or 2-Piece 9p� 9� 99 y 9 99 Re tangular Structure Bottom9p Cover(Center), Round Bottom) O O .6 •O 90 TOP EL.97.84 '�? '� TOP EL.97.98 r '9 EP EL.97.46 FL 92.94 S + 99 ) 9B FL 93.02 W r� 90 9 •9 A FL 93.34E 201 LF 78"@ 0.47% M 9$ 9gr • STA 13+24.25( 14.94 LtJ FL 93.02 N o 9e F CONST. Conc.Jacket #430-001 „ 90$ 0 96 •r .98 L 93.37 W 99 ,0 •� 9 t—�1"r 9 90 v,. 9 9 8 1 I + I -E9 0 V 9 8Y 9 9 9) 94 96 .e °* 119E •6 09 g4 Bj 6) t i. c� 9`S996'c'� 9 6. L 1.00% 00 '9e� �JI 0( $ 12+00 9$'0 10 -L 18"@ -1-00 99 6J "O 1=1 0CAJJ 96990" J0 46 I° a'-00 �a 8LF 12"@0.36% > > 9 9 S 9 9 99 �� y •SO Sr .S•) Sp 999, Jr 909 $6 98N04 39 LF 18"@ 0,20%J pe•O a �9 96��0, 96 0 �` S 6 6J9 9s) � S 9, 9 96 9 $ 11 $ 9815. 999$ 9m9) CONCRETE SIDEWALK 996$ S 9),$ "9 96,$F 'ii Ar 9 9$ 90 Jr 9 J , 9 �99 'sj e$ 9�p)9E 9c 9$, 9 I( 1 ' - 9e' r 90 'N -9°� 9ey 90 98 9� 9i 6• 4 Impervious Increase: 2008 SF / 0.046 AC. � I I � I