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PW-09-829Project Address Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138-0000 Phone: (305)795 -2204 9400 2 Avenue Number: 9400 Miami Shores, FL 33138 -0000 Owner Information Parcel Number Applicant Address 1932060132780 -00 Block: Lot: PREFERRED MORTGAGE LENDERS CO13402 171 Street NORTH MIAMI BEACH FL 33160- Contractor(s) Phone Cell Phone MIAMI DADE WATER & SEWER DEPT (786)256 -5200 PREFERRED MORTGAGE LEND Phone (786)423 -5959 Cell Fees Due Permit Fee Technology Fee Total: Amount $o.00 $0.00 $0.00 I Invoice # PW -5-09 -34841 Total Amt Paid Amt Due $ 0.00 $ 0.00 $ 0.00 Available Inspections: Inspection Type: Final Excavation 1 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. May 15, 2009 Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy Date May 15. 2009 1 Miami Shores Village Public Works Department Public Works Permit Application FBC 2004 Parma Type Public Worts Wren Own Nor* (Fria Sim* TitiotrOltiel) erators Address Clly 10050 N.E. 2nd Avenue, Miami Shores, Florida 33138 Tat (305) 795.2204 Fax (305) 758.8072 Phone l Noma No. Slate Job Addros* Warm Smoak it being &AO tillOtPlYWAsila br Swift Hwy 1:10106111eti: Ccubictorli employ Sella Coutraatio's Addrass Cib % f ArchliacirEogimaars Now (V amicable $ Value of Work For this Pam* rriro ol Wort Dorialbe Wort 4g GO &Saga Zp `6at- Pb. UMW Foolgio 01 Wafk! Foie .4.•••1..1.01.“0,1114 Submittal Far $ Pam* Fro $ VW $ COCC ?rotary $ TfllininiPEOrsoation Fes $ Scormlno $ Radon $ Zoning Bond $ Coda Entomammit $ Structural Plan Rarlaw $ Tomanorouy Foe $ Total Poo Now Due (Continued on oppoolto Sontring Company's Name (If aPPkohle) Bandino C.odeparlys.Ackitess GO/ A • WWII. Landfall Name Of APPItable) totertgago Loorieeti Addict City State NIA Zip Application is Itenebymarie to.obtein pentrA de the wadi end Irev4elbillens es* indicated, terUfy thetwo work or he oommenced p • the end OW ell work will bo. denied to mactlibe file .m.e...;01 an lows r, ulat androelland that tteparele pennti Must be secured 141 Eacrrpc.AL WORK. PLIMEONG, sfols...weas, Poot,s, FuRtakces, BOILERS, HEATER, TANKS ablI.AINIUMMONERS'i. — mkt OWNER'S AFFIDAVIT:1 Ibatati tanning Inlormatien eectente and that all Work will be. 1w reVatiort certabuction end zen=•Al VARMNO TO ovvivt-R, YOUR FAILUREIO:REORO A uotrog OM FOR OkOPROYOAENtS TO YOUR PROPERTY. IF.YOU irrter4o • • ATTORNEY ORFORe RRCORDING YOUR NOTICE OF ONT. .1.*• wiM 04Vircan MAY RESULT IN YOUR PAYiNo TwlOt FiNANCSO,, CiatORRT YOull LENDER OR AN No* ly linplionnt 0 0 cOneNtoo to (Xs Pubma. Workspoirra with tin WU**, value exonyiltern VSDO 411Y oPPItob otast. MOS* III flood Witt 'ban rho .nobon aparoynconxiniond .cOnsfrudion taw bnridruniwoll ba tioilvom$ folna persvowhnly propel, Is Yob*, moo( :Alto; 0 ma loch o y 0,fu Ot GivintentettiOnt Ontstbo PostedOinteiOtt otle the.gnsi :ge0On (7) 41110 aft, MO WOW items* ts 100ukt In lin absbon0:01noOb—poataii natint4, tiiiinspoceon wiV m *111.be it, 4- "ssn.eu-i 1.1 • 1 Owner or Aonot The torgONNII insultrnef.d *1,0 Ookn . Want Able day of 20 by who le pawn*/ known to mem' Yitu) lug outdone:1cl ea. klentifinetten real whonicktekeLln Oath; NOTARY PUBLIC: Sion: Print: sone*, '411111111111111Mmt £'M Fa- co,4,7-44-‘01c ng adaMelosigod IWO 20.04 My COMM • APPLICATION APPROVED BY: PALTAtatr: Wo tikpersOnetty knew tome m fl producthi 014t• irAtitu 'rind whO.ditlt* Stan. Ptine -NOT My Conunitision itpints: 1 111 712005 YOANET MARTINEZ Notary Public - State of Florida •ti4y Commission Expires Jun 26,2009 d's Commission # DD 420784 4'4'1%1° Bonged By National Notary Assn. -■■•• Public Works Director n his destgrme MIAMIDADE COUNTY ADA Coordination Agenda Coordination Art in Public Places Audit and Management Services Aviation Building Code Compliance Building Business Development Capital Improvements Citizens Independent Transportation Trust Communications Community Action Agency Community & Economic Development Community Relations Consumer Services Corrections & Rehabilitation Countywide Healthcare Planning Cultural Affairs Elections Emergency Management Employee Relations Enterprise Technology Services Environmental Resources Management Fair Employment Practices Finance Fire Rescue General Services Administration Historic Preservation Homeless Trust Housing Agency Housing Finance Authority Human Services Independent Review Panel International Trade Consortium Juvenile Assessment Center Medical Examiner Metropolitan Planning Organization Park and Recreation Planning and Zoning Police Procurement Management Property Appraiser Public Library System Public Works Safe Neighborhood Parks Seaport Solid Waste Management Strategic Business Management Team Metro Transit Urban Revitalization Task Force . Vizcaya Museum and Gardens Water and Sewer Miami -Dade Water and Sewer Department P. 0. Box 330316 • 3575 S. LeJeune Road Miami, Florida 33233 -0316 T 305- 665 -7471 miamidade.gov 14- May -09 Miami Shores Village Building Department c/a Mr. Norman Bruhn, CBO Building Official /Director 10050 NE 2 Avenue Miami Shores, FL 33138 -2382 Re: Water Service Installation for: 9499 NE 2 AVE (9400 NE 2 AVE ) AFA # 75 ER # 16280 Dear Mr. Bruhn: Transmitted herewith for your approval and permit is one (1) set of the permit application and two (2) sets of the water service installation referenced above. Upon approval and issuance of the permit, it is requested that you return to us one copy of the approved sketch and the original permit. If your approval and issuance of the permit has special restoration requirements, we will need to notify the customer of the additional charges involved with the installation. Please inform us if there will be special restoration requirements for this permit request. Should you have any questions regarding this matter, please advise. Sincerely, Isabel Rodriguez New Business Office Office: 786 -268 -5134 aya @miamidade.gov VILLAGE OF MIAMI SHORES MIAMI -DADE COUNTY SEC. 1 -53-41 5' (2) - EXISTING 16° FORCE MAINS N.E. 94 RAN STREET SCALE: N.T.S. 10.9' NEW 2" IRRIGATION SERVICE. SET BOX AND SPACER EXISTING 12° C..I. WATER MAIN 40' 40' LOCATE AT S.W. COR. OF INTERSECTION GENERAL NOTES 1.48 HOURS BEFORE DIGGING CALL SUNSHINE STATE ONE CALL AT 1-800. 432 -4770 2. LANE CLOSURES PER F.D.O.T. DESIGN STANDARD INDEX # 616. 3. PAVEMENT RESTORATION PER M.D.C.P. W.M. R -21.1. 4. SIDEWALK RESTORATION PER M.D.C.P. W.M. R -13.1 5. MAINTAIN MIN. 30" COVER ON ALL SERVICE LINES. 6. DO NOT SET METER(S) AT THIS TIME. NEW WATER SERVICE FOR IRRIGATION AT 9499 N.E. 2nd. AVENUE (aka 9400 N.E. 2nd. AVENUE) DRAWN: H.B. DATE: 5/13/2009 CKD: I.R. AFA -75 ER -16280 MIAMI - DADE WATER A ND SEWER DEPARTMENT PUBLIC WORKS DEPARTMENT MIAMI -DADE COUNTY Work Information Form (To be completed by all agencies planning to perform construction on Miami -Ddade County road rights -of -way). --``-- 1. Have the roads, which are impacted by the proposed work recently been paved or surfaced? ❑ Yes [SN0 2. Briefly state type of construction to be performed and the location boundaries of the work: NEW 2" IRRIGATION SERVICE FOR: 9400 N.E. 2nd. AVE. TO BE INSTALLED AT S.W. CORNER OF INTERSECTION OF 94 ST. AND 2nd. AVE. 3. Will this construction affect, in any way, normal traffic flow? Yes ❑No 4. Will work be started within 15 days of permit issuance? ❑Yes IMNo 5. If no, state estimated starting date WITHIN 30 DAYS ± 6. Will work continue on a 24 hour basis until normal traffic is resumed? l es ❑No 7. Please provide an estimate of construction time for which traffic flow will be affected. (1- WORKING DAY) 8. Provide the number and direction of lanes affected by construction. North South 1 East West 9. Does construction work pass through a signalized intersection or mid -block pedestrian signal? ❑ Yes dNo (If yes, see Special Provisions below). 10. Does trench or excavation fall within the paved roadway? C Yes ❑ No 11. Will work damage existing sidewalk, curbs and gutters? liYes ❑ No 12. Give dimensions (from edge of pavement) showing cut or trenching CUT ON SOUTHBOUND LANE OF N.E. 2nd. AVE APPROXIMATELY 14 TO 17 FT. FROM EDGE OF PAVEMENT 13. List name and telephone number of person to contact if further information is needed JOSE A. GONZALEZ NEW BUSINESS SUPERVISOR 786 - 268 -5201 14. Please provide e-mail address. FCF@miamidade.gov SPECIAL PROVISIONS - SIGNALIZATION IN CONSTRUCTION AREA Any construction work which affects the operation and /or maintenance of a signalization (signalized intersection, mid - block, flashing signal, flashing sign, etc.), shall require the contractor to accept responsibility for the operation and maintenance of the signalization from the date and time that work begins until such time as the work is complete, the signalization is returned to normal operation, and inspectors from the Public Works Department have re- accepted it for operation and maintenance. Between the start and end dates, the contractor shall employ the services of an officially approved signalization subcontractor who will provide 24 -hour on -call maintenance on all signalization and signalization related equipment in complete accordance with the current version of the ''Miami-Dade County Special P ovisions for Tra c Signal Construction and Maintenance." Sig MIAMI -DADE WATER & SEWER 786 -268 -5200 Company Telephone No. THIS FORM MUST ACCOMPANY PERMIT APPLICATION GENERAL NOTES 1. Work operations shall be confined to either one lone. or Iona cer nednettons as follows. (e) Outside travel loner( b) Outside auxiliary finer (a) Outside travel lone end adjoining auxiliary loner Id) inside trove! lone °rte) Inside auxiliary lone °r (II inside travel lane end adjoining auxiliary lens S • See Sheet 3 of 3 If the work area 11 contined to an auxiliary lave the work area shall be barricaded and the nadir ( LEFT) LANE CLOSED AHEAD signs replaced by ROAD WORK AHEAD signs, and the merge symbol signs ellminoled. 2. When vehicles in a parking zone block the line of sight to TCZ signs. the signs shell be post mounted and located in accordance with Index No, (1305. 3. if the work space extends across a erasswolt. the crosswalk should be closed using the information In Index No. 660. 4. Signs are required on the median side for divided highways. 5. The two c annelizing devices directly In front and directly at the end of the work area say be omitted provided vehicles in The wont area hove high - Intensity rotating. flashing. oscillating. or strobe lights operating. 6. For general TCZ requirements and addittenal information. refer to Ilex No. 600. SYMBOLS ® Work Area y . Sign With I8' x 18 (Min.) �/ Orange Flag And Type 8 Light Work Zone Sign Advance Warning Arrow Panel Type I Or Type IC Barricade Or Vertical Panel Or Drum I With Flashing Light Al Night Only Type III Barricade • Channel /zing Device (See index No. 600) Lone identification • Direction of Traffic DURATION NOTES 1. Stew end arrow panel may be *miffed If ail of the following conditions are met+ o) Work operations are 60 minutes or less. b) Speed Nadt Is 45.aph or less. o) No sight obstructions to vehicles approaching the work area for a distance equal to Mice the toper length. d) Vehicles In the work area have high-Intensity. raMting, flashing. oscillating. ar strobe lights operating. e) Vohsae and complexity of the roadway has been considered. 2008 FOOT Design Standards MULTILANE. WORK NEAR INTERSECTION MEDIAN OR OUTSIDE LANE 0.1ian Sheet Na. 07101107 1 of 3 616 Cam Jl J a a )l- b A SPEEDING FINES DOUBLED WHEN WORKERS PRESENT .�• - - - Toper Length ..L't )f 1 See Table II I II Device Spacing -Taper Sea Table I EroeSr0" stir N*V I8 Ito dtelma e/qe Os to fm" not Aon W- con pan. Rams w wear Web, STOP eon rod natiston Woo to hWflo et rgenrd RIGHT LANE CLOSED ON FAR SIDE OF MINOR SIDESTREET •=3 RJGN/T LANE CLOSED OIN FAR SIDE OF INTERSECTION WITH SIGNIFICANT RIGHT TURNING IbVEMENTS 1. The normal procedure is to dose on the near side of the intersection any hex that Is not curled through the Intersection. However, when this results in Me closure Of a right hoe taring significant right fuming aavements, then Me right lone may be restricted to right turns only as shown in Mtn detail. DISTANCE BETWEEN S2115 Speed Spacing tft.1 Sand A 8 C or /e QO PW Topw 45 Tgip revue 350 * 500'beyond the /TOAD WORK AHEAD sign o r midway between signs whlohever is fess. Table I Device Spacing Speed i2or. ahlas- eMrean Derma (n.I Sand Dmq or *Ow or /No It tete) newer mows awl*** or vw(4o1 Mete or erne Topw Tappet Tgip revue 25 25 50 25 50 30 to 45 25 50 30 50 Table if Toper Length - Merge f 12' Lateral Transition 1 Speed L Notes (mph) (ft.1 1Merge! P5 125 30 le0 L•WS° 35 245 60 0 320 45 510 L -WS For lateral transitions other Man 12% use formula for shown In the rotes column. Whore, L. Length of tape In feet 14- Width of latent, transition in feet S• Pasted speed limit (mph) 2. For intersection ( approaches reduced too single lone. left fuming movoments may woolly for through vehicular traffic. 2008 FOOT Design Standards MULTILANE, WORK NEAR INTERSECTION MEDIAN OR OUTSIDE LANE a: w en «I me. 07101107i 2af3 sus 1 L C"' War* Arco C e ■ •■ e e eememe ■ e Taper Length • L) 1 1I See Table IT 11 1 a Device Spocing -Taper See Table I Device Tent Tie 1I SPEEDING FINES DOUBLED WHEN WORKERS PRESENT LEFT LANE CLOSED ON FAR SIDE OF MINOR SIDESTREET - RESTRICTED TURNING MOVEMENTS d SPEEDING FINES DOUBLED *NEN WORKERS PRESENT Devloe Spacing -Toper See Table I LEFT WE MUST TURN LEFT Device 0' Trent 500' fSee ENO et Tabu I ROAD WORK LEFT LANE CLOSED OH FAR SIDE OF INTERSECTION TUFWING MOVEMENTS ALLOWED 1. The oaring! procedure is to close on the near side of the Intersection any lone that Is not carried through the Intersection. However. when Ws results In the closure of a left lone boring sipnitksnt rigid turning movements, then the left tone may be reopened es o turn boy for left hens only as show In This detail. DISTANCE BETWEEN S/055 Speed Spacing 1 ft) SDaaa A 8 C 40 mph or less 20O 200 80O 45 mph • .550 350 350 'I° 500' beyond the ROAD WORN AHEA0 sten or addwoy between signs whichever is less. Table I Device Spacing Speed imr. DWhme eehum Pe4au trld SDaaa Cones or Toe l w 1». 8 (pp,) tow, am., Sorrtatits or rMlmt Porgy or Dane! Topes Ttltt Tow Tooted 25 25 50 25 50 30 to 45 25 50 30 50 Table IT Taper Length - Merge 112' Lateral Transition ) Speed L Notes ( mph) (ft.) 1 Merge l 25 125 so 180 L•W5a 35 245 50 40 320 45 540 L.WS Per lateral transitions enter than 12'. use formula for L shown In the notes eoluse. Where, L• Lenoth of taper In feet W • WW1 of lateral transit/al In feet S. Pasted speed Matt (mph! 2008 FOOT Deslgtl Slandaide MULTILANE, WORK NEAR INTERSECTION MEDIAN OR OUTSIDE LANE I seem rte. 07!011071 3 of 3 sis Rodriguez, Isabel (WASD) From: Scott Davis [DavisS ©miamishoresvillage.com] Sent: Thursday, May 14, 2009 9:44 AM To: Rodriguez, Isabel (WASD) Cc: Paan, Juan (PWD) Subject: water meter installation NE 2nd Avenue Isabel, Please allow this e-mail to serve at authorization to install water meters on NE 2nd Avenue for the County project, NE 2nd Avenue from NE 91 St to NE 103 St -- Project # 20060439 . The permit fee for the installation of the water meter valves for the above reference project will be waived by Miami Shores in order that WASD can proceed quickly with the installation. Thanks for your help. If you need any additional information, please don't hesitate to contact me at the number listed below. Scott W. Davis Scott W. Davis Director Public Works Department Miami Shores Village (305) 795 -2210 davissAmlamishoresviiiaae.com Think Before You Print 1.