BRIDGE PROJECT QUESTIONNAIRE

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Monica Wilkinson
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1 DEPARTMENT OF HOMELAND SECURITY Commander (dpb) 909 S.E. st Avenue, Ste 432 U.S. COAST GUARD Seventh Coast Guard District Miami, FL Form D7-03 (Rev. 4-0) (305) BRIDGE PROJECT QUESTIONNAIRE The Coast Guard must determine whether or not a Bridge Permit is required for your project. By providing full and accurate information on this form, you will assist in our decision making process. Errors or misstatements may require redesigning of your bridge, and may subject you to civil penalty sanctions. If you have any questions regarding this form, do not hesitate to contact the Bridge Administration Branch at the letterhead address or phone number. Regarding the site of your proposed bridge, please provide the following information: NAVIGATION DATA:. Name of waterway: Big Island Gap (crossed by existing I-275 Bridge #50252) a. At proposed site, mileage along waterway measured from mouth or confluence: 8.6 NM_ b. Waterway is a tributary of Old Tampa Bay at mile (post) Geographical Location: I-275 (SR 93), St. Petersburg, Pinellas County, Florida (Road Number, City, County, State) 3. Township, section and range, if applicable: T30S, R7E, Section 6 4. Is the waterway tidally influenced at proposed bridge site? Yes Range of tide?.93 feet 5. Depth and width of waterway at proposed bridge site: Depth Width At Mean High Tide 7.93 feet max. at center span 200 feet At Mean Low Tide 6.00 feet max. at center span 200 feet 6. Check the type(s) of present vessel traffic on the waterway: Canoe X Rowboat X Small Motorboat X Cabin Cruiser Houseboat Pontoon Boat Sailboat Tug and tow None 6a. Provide the vertical clearance required for the largest vessel using the waterway: The minimum vertical clearance required for the largest vessel crossing under the I-275 bridge (#50252) at MLW is 9.5 feet. 6b. Provide a photograph of each type vessel using the waterway. Kayaks, canoes, recreational and commercial powerboats up to 35 feet in length are observed crossing under the I-275 and the SR 687 (4th St. N.) bridges (located approx. 0.5 mi. SE of the I-275 bridge). Photos at I-275 bridge are provided below. Page of 7

2 Kayak under Southeast side of I-275 bridge (#50252) Looking Southwest Commercial powerboat under I-275 bridge (#50252) Looking North Commercial powerboat and kayak adjacent to northwest side of I-275 bridge (#50252) Looking Northeast Page 2 of 7

To your knowledge, are there any planned waterway improvements to permit larger vessels to navigate? None. If so, what are they? 8.

3 7. Are these waterways used to transport interstate or foreign commerce? Yes No _X 7a. Are these waters susceptible to use in their natural condition, or by reasonable improvement, as a means to support interstate or foreign commerce? Yes No X 7b. To your knowledge, are there any planned waterway improvements to permit larger vessels to navigate? None. If so, what are they? 8. Are there any natural or manmade obstructions, bridges, dams, weirs, etc. downstream or upstream? Yes X No 8a. If yes, provide upstream/downstream location with relation to the proposed bridge. SR 687 (4th St. N.) bridges (SB span #5004 and NB span #5008) over Big Island Gap are located approx. 0.5 mi. SE of the I-275 bridge). All three bridges are shown in the aerial photo below. I-275 bridge (#50252) and SR 687 (4th St. N.) bridges (#5004 SB & #5008 NB) Looking North 8b. If the obstruction(s) are bridges, provide vertical clearance at mean high water and mean low water and horizontal clearance normal to axis of the waterway. Vertical Clearance: MHW: 5.97 feet MLW: 7.90 feet Horizontal clearance: 48.3 feet 8c. Provide a photograph of the bridge(s) from the waterway showing channel spans. See below. Max. span (horizontal clearance) of these bridges is 48.3 feet. Page 3 of 7

Provide permit number and issuing agencies of permits for the bridge(s) to be replaced. FDOT will apply for appropriate permits during the design phase of the project. 9b.

4 SR 687 (4th St. N.) SB bridge (#5004) Looking East SR 687 (4th St. N.) NB bridge (#5008) Looking West 9. Will the proposed structure replace an existing bridge? No. The proposed I-275 Master Plan improvements include outside widening only of the existing I-275 bridge over Big Island Gap. 9a. Provide permit number and issuing agencies of permits for the bridge(s) to be replaced. FDOT will apply for appropriate permits during the design phase of the project. 9b. Provide the vertical clearance above mean high water and mean low water and the horizontal clearance normal to axis of waterway. Vertical Clearance: MHW: 7.59 feet MLW: 9.52 feet Horizontal Clearance: 86.6 feet 9c. Provide a photograph of the to-be-replaced bridge from the waterway, showing the channel span(s). See below. Max. span (horizontal clearance) of this bridge is 86.6 feet. Page 4 of 7

I-275 bridge (#50252) Looking Northwest 0. List the names and addresses of persons whose property adjoins the bridge right of way.

Petersburg, FL 3376) and Franklin/Templeton Investor Services, Inc. (00 Fountain Pkwy. N. St. Petersburg, FL 3376) as shown in the graphic below.

None of these facilities are located within ½ mile of the I-275 bridge (#50252). 2.

5 I-275 bridge (#50252) Looking Northwest 0. List the names and addresses of persons whose property adjoins the bridge right of way. The closest private properties are located approximately one mile west of the subject bridge crossing. Mercury Casualty Co. (90 Ulmerton Rd. St. Petersburg, FL 3376) and Franklin/Templeton Investor Services, Inc. (00 Fountain Pkwy. N. St. Petersburg, FL 3376) as shown in the graphic below.. List names and addresses/location of marinas, marine repair facilities, public boat ramps, private piers/docks along waterway within ½ mile of site. None of these facilities are located within ½ mile of the I-275 bridge (#50252). 2. Attach a location map and plans for the proposed bridge; show the vertical clearances above mean high water and mean low water and the horizontal clearance normal to axis of the waterway. The I-275 bridge elevation drawing (below and attached) for the I-275 bridge (#50252) shows the vertical clearances from MHW and MLW. An I-275 bridge plan drawing and a bridge typical section are also attached.. Page 5 of 7

6 3. Attach three (3) photographs taken at the proposed bridge site: one looking upstream, one looking downstream, and one looking along the alignment centerline across the bridge site. See below. Looking Northwest from I-275 bridge (#50252) Looking Southeast from I-275 bridge (#50252) Page 6 of 7

7 Looking Northeast along I-275 C/L Alignment just south of bridge (#50252) Looking Southwest from Northwest shoulder just north of bridge (#50252) DATE: Print Name and Agency: Signature: ATTACHMENTS: Location Map Bridge Plans Additional Photographs Page 7 of 7

8 Page 4 of 7

9 '-8" BEGIN BRIDGE SPAN F.F.B.W. END BENT RETAINING WALL E.J. E 2: SEAWALL RUBBLE RIPRAP APPROX. EXIST. GROUND LINE 260'-0" (OVERALL BRIDGE LENGTH) 86'-8" SPAN 2 M.H.W. EL..46 M.L.W. EL E E LOW MEMBER 24" SQ. PREST. EL CONC. PILES INT. BENTS ELEVATION (BRIDGE NO ) 86'-8" SPAN 3 E.J. 2: E RUBBLE RIPRAP 50 END BRIDGE F.F.B.W. END BENT SEAWALL 8" SQ. PREST. CONC. PILES END BENTS NOTICE: THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE SIGNED AND SEALED UNDER RULE 6G , F.A.C. DATE REVISIONS BY DESCRIPTION DATE BY DESCRIPTION NOT FOR CONSTRUCTION PRELIMINARY AND SUBJECT TO CHANGE LOCHNER 4350 W. CYPRESS STREET. SUITE 800 TAMPA, FLORIDA FBPR CERTIFICATE OF AUTH. #894 CHRISTOPHER P. GILL, P.E. NO DRAWN BY: JGH 2-4 CHECKED BY: CPG 2-4 DESIGNED BY: JGH 2-4 CHECKED BY: STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION ROAD NO. COUNTY FINANCIAL PROJECT ID I-275 PINELLAS SHEET TITLE: PROJECT NAME: ELEVATION BRIDGE NO I-275 MANAGED LANES REF. DWG. NO. SHEET NO. CPG 2-4 jhernandez /0/205 2:42:35 PM H:\PD&E\D7\I-275ManagedLanesPinellas\ \struct\PlanElev0.dgn

10 2'-0" 2'-0" BARRIER SHLDR. SHLDR. 5 VARIES FROM 7'-0" TO 0'-0" GORE 24'-0" VAR. 9'-7½" TO 9'-8¾" 2 LANES SHLDR. '-6 2 " BARRIER 2'-0" 24'-0" 24'-0" 2 EXPRESS LANES 2 ESPRESS LANES VARIES FROM 6'-7½" TO 0'-0" 4'-0" BUFFER SHLDR. GORE 4'-0" BUFFER 0'-0" 24'-0" 36'-0" 36'-0" 3 LANES 3 LANES 2 LANES BEGIN BRIDGE STA PIER 2 STA STA PLAN PIER 3 (BRIDGE NO ) I-275 VARIES 8" * 3'-0 END BRIDGE STA " '-6 BARRIER 8" TO 28'-5" 7 VARIES FROM 08'-8 VARIES FROM 0'-0" TO 6'-8ƃ" ROADW AY WIDTH ROADW AY WIDTH VARIES FROM 250'-2¼" TO 223'-9Ɔ" OUT TO OUT LEGEND: Direction of Stationing * MEASURED NORMAL TO GUTTER LINE AT FFBW OR PIERS ONLY INDICATES PORTION OF EXISTING BRIDGE TO BE REMOVED NOTICE: THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE SIGNED AND SEALED UNDER RULE 6G , F.A.C. DATE REVISIONS BY DESCRIPTION DATE BY DESCRIPTION NOT FOR CONSTRUCTION PRELIMINARY AND SUBJECT TO CHANGE LOCHNER 4350 W. CYPRESS STREET. SUITE 800 TAMPA, FLORIDA FBPR CERTIFICATE OF AUTH. #894 CHRISTOPHER P. GILL, P.E. NO DRAWN BY: JGH 2-4 CHECKED BY: CPG 2-4 DESIGNED BY: JGH 2-4 CHECKED BY: STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION ROAD NO. COUNTY FINANCIAL PROJECT ID I-275 PINELLAS SHEET TITLE: PROJECT NAME: PLAN BRIDGE NO I-275 MANAGED LANES REF. DWG. NO. SHEET NO. CPG 2-4 jhernandez /0/205 2:4:6 PM H:\PD&E\D7\I-275ManagedLanesPinellas\ \struct\PlanElev0.dgn

11 VARIES FROM 250'-2¼" TO 223'-9Ɔ" LEGEND SHOULDER VARIES FROM 9'-7½" TO 9'-8¾" '-6 2" 24'-0" 36'-0" 4'-0" 2'-0" 2'-0" 2'-0" 4'-0" 36'-0" 24'-0" 0'-0" '-6 2 " 2 LANES GORE EXISTING GIRDER (TYP.) INDICATES PORTION OF EXISTING BRIDGE TO BE REMOVED VARIES FROM 7'-0" TO 0'-0" 24'-0" 2 EXPRESS LANES 3 LANES BUFFER SHOULDER SHOULDER BUFFER 3 LANES GORE Slope: 0.03 Ft/Ft I-275 TYPICAL SECTION (BRIDGE 50252) (NTS) 24'-0" 2 EXPRESS LANES Slope: 0.03 Ft/Ft VARIES FROM 6'-7½" TO 0'-0" 3'-0ƅ" * 2 LANES SHOULDER EXISTING BRIDGE TO REMAIN VARIES FROM 2'-8" TO 8'-7 8 " S S SEE TABLE FIB 45 (TYP.) (INDEX 20045) SEE TABLE (32" F SHAPE) 2" CONTINUOUS V-GROOVE EACH SIDE (TYP.) 3" (TYP.) EACH SIDE * MEASURED NORMAL TO GUTTER LINE S2 S2 3'-0 2"* SPAN 5'-0" VARIES FROM 4'-7½" TO 6'-7½" SPAN 2 6'-6" VARIES FROM 5'-¾" TO 7'-Ɔ" SPAN 3 6'-6" VARIES FROM 7'-2" TO 9-0ƅ" AT FFBW OR PIERS ONLY TRAFFIC BARRIER (INDEX 420) (TYP.) NOTICE: THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE SIGNED AND SEALED UNDER RULE 6G , F.A.C. DATE REVISIONS BY DESCRIPTION DATE BY DESCRIPTION NOT FOR CONSTRUCTION PRELIMINARY AND SUBJECT TO CHANGE LOCHNER 4350 W. CYPRESS STREET. SUITE 800 TAMPA, FLORIDA FBPR CERTIFICATE OF AUTH. #894 CHRISTOPHER P. GILL, P.E. NO DRAWN BY: JGH 2-4 CHECKED BY: CPG 2-4 DESIGNED BY: JGH 2-4 CHECKED BY: STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION ROAD NO. COUNTY FINANCIAL PROJECT ID I-275 PINELLAS SHEET TITLE: PROJECT NAME: TYPICAL SECTION BRIDGE NO I-275 MANAGED LANES REF. DWG. NO. SHEET NO. CPG 2-4 jhernandez /0/205 2:42:02 PM H:\PD&E\D7\I-275ManagedLanesPinellas\ \struct\Typical_Section.dgn

12 I-275 (SR 93) PROJECT DEVELOPMENT AND ENVIRONMENT STUDY TAMPA BAY N Feet BIG ISLAND GAP 3 GU 2 EX I-275 SB 3 GU + AUX 2 EX 2 EX 3 GU I-275 NB 2 EX 3 GU + AUX TAMPA BAY 4TH ST N LEGEND: CONTINUITY WIDENING MASTER WIDENING STARTER WIDENING BRIDGE WIDENING BRIDGES HISTORIC SITE RIGHT OF WAY C WETLANDS SURFACE WATER MANGROVES ITS CAMERA X FLOOD PLAINS CONTINUOUS SEA GRASS DISCONTINUOUS SEA GRASS CONTAMINATION NSA # OVERHEAD SIGN STRUCTURE NOISE SENSITIVE AREA NOISE SENSITIVE RECEPTOR NOISE BARRIER EX = EXPRESS TOLL LANES GU = GENERAL USE LANES AUX = AUXILIARY LANES Aerial Photos Dec. '3 - Feb. '4 I-275: 54TH AVE S TO N 4TH ST CONCEPT PLANS AND NOISE SENSITIVE RECEPTORS SHEET NO. 27 rhutchinson /0/205 0:50:2 AM H:\PD&E\D7\I-275ManagedLanesPinellas\ \roadway\PLANRD28.DGN

13 Photograph : Aerial view of I-275 bridge (#50252) over Big Island Gap Photograph 2 Profile view looking to the northwest Page 6 of 7

14 Photograph 3 Northbound I-275 lanes looking southwest Photograph 4 Southbound I-275 lanes looking southwest Page 7 of 7

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