WOO/LUC-064-12.03/00.00 SR 64 (Mechanic St.) over the Maumee River Bridge Replacement Project (Aesthetic Details)

PROJECT TEAM:

ODOT Brad Noll – PM Dave Geckle – PM The Mannik & Smith Group Chris Homan – PM Travis Rhoades – Lead Bridge Engineer Chris Beaulieu – Lead Roadway Engineer Pat Etchie – Planner Ray Luk – Transportation Group Manager

AGENDA

• Project Timeline • City Resolution • Project Schematic • Bridge Plan & Profile • Bike Path Grading • Integrated Concepts • Aesthetic Details (Open Discussion) • Landscaping Ideas?

PROJECT TIMELINE

Milestone Date

Begin Project 2/1/2013

City of Waterville Historic Commission/Society Meeting 11/6/2013 doc pptx

City Resolution 04-14 2/24/2014 doc

Public Meeting (Waterville Primary School) 3/27/2014 doc

Alternatives Evaluation Report (AER) 8/24/15 doc

Stage 1 Plans 2/5/2016

Stage 2 Plans (Current Stage) 11/10/2016 doc

Stage 3 Plans TBD

Final Plans 8/14/2017

Begin Construction 4/1/2018

CITY RESOLUTION 04-14

PROJECT SCHEMATIC

BRIDGE SITE PLAN

BRIDGE SITE PLAN

BRIDGE SITE PLAN

BIKE PATH GRADING

INTEGRATED CONCEPTS

INTEGRATED CONCEPTS

INTEGRATED CONCEPTS

AESTHETIC DETAILS

Discussion Item Details

Arched Spans Color (*)

Observation Platforms Shape (3 examples)

Decorative Outer Metal Railings Shape (option 5 preferred for interior bike rail)

Pier Cut Stone Color (*), depth

Lighting / Signal Poles City Std. (**)

Landscaping Details Ideas - trees, etc. (***)

(*) Color – any city tones or preferences? (**) Use “W” or “W” with “Historic District” - Map.pdf (***) City prefers trees per Waterville Tree Commission Master Street Trees 2016

Aesthetic Package.pdf

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City of Waterville

25 North Second Street

Waterville, Ohio 43566-1491

0 Municipal Administrator 878-8100

~ Director of Finance & Administration 878-8100

0 Public Works Direclor 878-8108

AREA CODE 419

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LETTER OF TRANSMITIAL

TO: Mr. Todd M . Audet, P.E.

Deputy Director District Two

Ohio Dept. of Transportation

317 East Poe Rd .

Bowling Green, Ohio 43402

DATE: 2/27/2014

ATIENTION: Mr. Todd M. Audet

RE: Resolution 04-14: A Resolution Adopting Recommendations to the Ohio Department of Transportation Regarding the Replacement of the Waterville Bridge (St. Rt. 64) Over the Maumee River

WE ARE SENDING YOU: ~ Herewith 0 Under separate cover via ______ the following items:

COPIES DATE

1 02/24/2014

THESE ARE TRANSMITIED: D For approval

~ For your use

0 As requested

DESCRIPTION

City of Waterville Resolution 04-14, Certified Copy- A Resolution Adopting Recommendations to the Ohio Department of Transportation Regarding the Replacement of the Waterville Bridge (St. Rt. 64) Over the Maumee River

0 For review and comment

D For your execution

~ For your information

Ul\0 ., ?n u .., '

I tdllll"•.,

<onrl Fnoimeri!tt.:

~ For your files

D To be returned

REMARKS: Resolution of recommendations adopted by of the City of Waterville Council and supported by city's Historic District Commission ond Planning Commission.

COPY TO : Mr. Jerry Wray. Director. ODOT

SIGNED: ~=-~-~~---­Dale D. Knepper, Clerk;clc~~{-------

0606 If enclosures arc not as noted, kind ly notify us at once.

RECORD OF RESOLUTIONS

Resolution No. 04-14 Passed

A RESOLUTION ADOPTING RECOMMENDATIONS TO THE OIDO DEPARTMENT OF TRANSPORTATION REGARDING TilE REPLACEMENT OF TilE WATERVILLE BRIDGE (STATE ROUTE 64) OVER THE MAUMEE RIVER

WHEREAS, the Ohio Department of Transportation (ODOT) is currently undertaking a study of

the replacement of the Waterville Bridge (State Route 64) over the Maumee River through its consultant

The Mannik and Smith Group, Inc.; and

WHEREAS, the City understands that the consultant is examining three alternative alignments

for a new bridge; and

WHEREAS, d1e City's Historic District Commission and Planning Commission have made

certain recommendations regarding the replacement of the bridge for City Council's consideration; and

WHEREAS, the Waterville Bridge is a vital highway link for travel and commerce in the

immediate Waterville area, the Anthony Wayne Local School District, Lucas and Wood Counties and the

Toledo metropolitan area in general; and

WHEREAS, ODOT is planning to conduct a Public Meeting during March 2014 concerning the

replacement of the bridge; and

WIIEREAS, the Council would like to make certain recommendations to ODOT regarding the

replacement of the Waterville Bridge.

NOW, THEREFORE, BE JT RESOLVED by the Council of the City of Waterville, Lucas County,

Ohio that:

SECTION 1. The Council hereby adopts the following recommendations to the Ohio

Department of Transportation regarding the replncement of the Waterville Bridge:

I. A new bridge location direcdy adjacent to the upstream side of the existing bridge is strongly

preferred.

2. A Shared Use Path should be located on the downstream side of the new bridge with a ramp

connection under the bridge to Memorial Park and the site of the fonner Waterville School. A

sidewalk could be included on the upstream side of the new bridge.

3. Two observation platforms should be placed along the downstream shared use path and two

additional observation platforms should be placed along the upstream sidewalk, if the sidewalk is

included.

4. Decorative outer metal railings (newer bridges in Findlay and Napoleon are good examples) and a

low decorative concrete barrier (similar to the O'Shaughnessy Reservoir-Scioto River bridge)

separating motorized vehicle traffic from the path and the sidewalk that maximiZe visibility of the

river for motorists should be incorporated into the design. . .. ,.. ... 5. The bridge piers should have the appearance of cut stone.

6. No matter what material is used, the bridge spans ~hould be arched.

7. The new bridge should include roadway, shared use path and sidewalk lighting with brackets for

flags and banners to match the new street lighting in downtown Waterville. Energy efficient

decorative lighting should also be included in the bridge design.

AA-6(2016) Lighting Products,Inc. 150 Pemco Way-Wilmington, DE 19804 Phone 302.892.9000 Fax 302.892.9005 www.pemcolighting.com pemco@ix.netcom.com

• 4" – 8' to 16' standard heights

• 5" – 8' to 20' standard heights

• Straight or tapered, smooth or fluted poles

• For single or multiple luminaire mounting

SPECIFICATIONS

All aluminum alloys comply with metallurgical andmechanical properties set forth in the AluminumAssociation Standards.

SHAFT

The shaft is extruded from all new 6061 aluminum alloytubing, and has a fluted or smooth straight upper sec-tion on a cast decorative base.

ANCHOR BASE

Each standard includes an A356 alloy cast aluminumfour bolt base. The shaft is inserted and joined by a con-tinuous circumferential weld at the outside top andinside bottom of the anchor base. A grounding lug iswelded opposite the handhole.

ACCESS DOOR

An extra large access cover is included. A grounding lugis also provided.

ANCHOR BOLTS

Each standard includes four 3/4–10 x 25" steel hot dipgalvanized anchor bolts each with two nuts, two flatwashers and one lock washer.

FINISH

Standard colors are: black, medium bronze, dark

bronze, white, green, or silver metallic. Premium colors

are: Verde Patina, Pewter Patina, Silver Sparkle or

custom colors. All RAL colors are available to match

poles or fixtures. Contact PEMCO for details.

OPTIONS

Smooth tapered shaft 4" to 3” or 5” to 3”.

Fluted tapered shaft 5” to 3”.

PLB 112-5

O R D E R I N G E X A M P L E

PLB 112-5-16 5" x .188 x 16' Fluted 5" BKModel Size Pole Shaft FinishNumber Type Diameter

This example illustrates the standard order-ing sequence. Select each part of theordering number from the Ordering Chartbelow.

SHAFTDIAMETER4"4"4"4"4"5"5"5"5"5"5"5"5"

FINISHMODELNUMBERPLB 112-4-8PLB 112-4-10PLB 112-4-12PLB 112-4-14PLB 112-4-16PLB 112-5-8PLB 112-5-10PLB 112-5-12PLB 112-5-14PLB 112-5-16PLB 112-5-18PLB 112-5-20PLB 112-5-20

O R D E R I N G C H A R T

20"

17"

17"

5" - 8' to20'

4" - 8' to16'

3" TENON

PLB 112-4”&5” DECORATIVE ALUMINUM POLE4-BOLT ANCHOR BASE

12 1/2”

17”

11”

SIZE

4" x .125 x 8'4" x .125 x 10'4" x .125 x 12'4" x .125 x 14'4" x .188 x 16'5" x .188 x 8'5" x .188 x 10'5" x .188 x 12'5" x .188 x 14'5" x .188 x 16'5" x .188 x 18'5" x .188 x 20'5" x .25 x 20'

BASE HT – DIA20" – 17"20" – 17"20" – 17"20" – 17"20" – 17"20" – 17"20" – 17"20" – 17"20" – 17"20" – 17"20" – 17"20" – 17"20" – 17"

POLE TYPE

Straight, Smooth or Fluted, ExtrudedStraight, Smooth or Fluted, ExtrudedStraight, Smooth or Fluted, ExtrudedStraight, Smooth or Fluted, ExtrudedStraight, Smooth or Fluted, ExtrudedStraight, Smooth or Fluted, ExtrudedStraight, Smooth or Fluted, ExtrudedStraight, Smooth or Fluted, ExtrudedStraight, Smooth or Fluted, ExtrudedStraight, Smooth or Fluted, ExtrudedStraight, Smooth or Fluted, ExtrudedStraight, Smooth or Fluted, ExtrudedStraight, Smooth or Fluted, Extruded

Standard colors are: BK=Black BZ=Medium BronzeDBZ=Dark Bronze WH=WhiteGR=Green SM=Silver MetallicPremium colors are: VP=Verde Patina PP=Pewter PatinaSS=Silver Sparkle CC=Custom color

20’

1 OF 1

*ALL SIZES REPRESENTED ARE NOMINAL*

REP:

JOB NAME:

150 PEMCO WAY - WILMINGTON, DE 19804-3535P-(302) 892-9003 F-(302) 892-9005

WWW.PEMCOLIGHTING.COM

DRAWN BY:JS

DATE:2/4/2013

TYPE: REVISION: 2

PAGE:THE LIGHTING COMPANY

CATALOG PART NUMBERS

LUMINAIRE: LEX-425L-R3-PLC11-T103-GF6-DECA1(MOD)-QL250W-UNV-BK

LUMINAIRE: "LEXINGTON" SERIES

TYPE IIIDISTRIBUTION:

250 WATT QL INDUCTION SYSTEM, 5KLIGHT SOURCE:

REFRACTIVE ACRYLICGLOBE/LENS:

UNIVERSAL VOLTAGE (240V)VOLTAGE:

POLYESTER POWDERCOAT (BLACK FINISH)FINISH:

OPTIONS:

ARM: BA-24-1-B-B0-BK

STYLE: "BANNER" STYLE

OPTIONS:

FINISH: POLYESTER POWDERCOAT (BLACK FINISH)

T-103 SPUN TOP

POLE:

STYLE: DECORATIVE FLUTED

SIZE: 7" TO 4" DIA., 16' TALL

FINISH: BLACK FINISH

OPTIONS:

MATERIAL: FIBERGLASS

BALL END

DAN 716AB3-CGFI-BK

GF-6 CAST FINIAL

15 AMP GFI RECEPTACLE W/ MATCHING IN USE COVER

FP-1 BOLT ON FLAG POLE HOLDER

PEMCO LIGHTING proudly meets and exceeds

LEVEL THREE requirements for even the most

stringent of ARRA-2009 "BUY AMERICAN"legislation.

MODIFIED DECORATVE CAGE

24"

16'

FLAG POLE HOLDER

W

17 1/2"

48"

24"

LETTERING

47 1

/4"

CAST GFIW/ IN-USE COVER

CITY OF WATERVILLE

24"

36"

HISTORIC DISTRICT

WHISTORIC DISTRICT

DETAIL VIEW OF LETTERING

~FINIAL

A ~METAL ROOF

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~~ lii/L~ ~~"'':!£~._ GLOBE

1 rnr 1 rnr~ POD ~ ~ !!f ~SPECIAL SUP FITIER TO ATIACH TO ~ ~ ~ POLE OR APPROVED EQUAL ATIACHMENT

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Lo

TWIN LUMINAIRE

SPECIFICATIONS:

DETAIL

FIXTURE : HADCO, "B" POD STYLE, WIDE GLOBE OR PEMCO LEXINGTON

1. ACRYUC GLOBE, METAL ROOF, METAL CAGE, METAL POD, AND FINIAL TOP PIECE. SPECIAL LETTERING ON CAGE BAND. BLACK FINISH.

2 . 150 WATI METAL HAUDE UGHT SOURCE, 120 VOLT. 3. HADCO NO. R34LCBAATNG150HE

PEMCO NO. LEX-425L-R3-PLC1-T1 03-GF6-DECAI (MODIFIED )-150MH-t.4T -BK

CROSS ARM

1. CAST / EXTRUDED ALUMINUM SECTIONS WELDED TOGETHER AND HEAT TREATED TO T6 TEMPER.

2. PROVIDE RIGID MOUNTING SYSTEM TO PROHIBIT ROTATING IN THE WIND.

3. STAINLESS STEEL SET SCREWS 4. POLYESTER POWDER COATING - BLACK FINISH. 5. VALMONT: LANCASTER SERIES PTA-LC3 UNION METAL; STYLE 1075

<t_ MAST ARM A (INDEX)

CLOCKWISE ORIENTATION ANGLES (SEE TABLE VALUES)

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NOTES · ALL ANGLES MEASURED CLOCKWISE

· BASE PLATE IS ORIENTED SQUARE TO MAST ARM A

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VIDEO w i ADJUST HEI CAMERA RIGID MOUNT AS NEEDED SIGNAL HEADS

(TYPICAL) R POLE AND ARM-FLUTED ~

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103+09, LT. 3 4 20.8 16.8 38 36 30 24 0 - 90 & 180• ,go & 180 0 180 180

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THANK YOU! Questions?