project state project no. 75-133 - contract 1 mmi project …€¦ · 02/05/2019 · project no....

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TUXIS

POND

PROJECT SITE VICINITY MAP:

PREPARED BY:

LOCATION MAP:

TUXIS POND WALKWAY IMPROVEMENTS

TUXIS PONDMADISON, CONNECTICUT

STATE PROJECT No. 75-133 - CONTRACT 1MMI PROJECT NO: 1566-31

APRIL 2019

PREPARED FOR:ROBERT RUSSO, P.E., NETTCPDEPUTY DIRECTOR OF PUBLIC WORKS &ASSISTANT TOWN ENGINEERTOWN OF MADISON8 CAMPUS DRIVEMADISON, CONNECTICUT 06443

LIST OF DRAWINGSNO. NAME TITLE

01 -- TITLE SHEET

02 EX EXISTING/PROPOSED CONDITIONS

03-04 SD-1 - SD-2 SITE DETAILS

05 SD-3 ADD ALTERNATES

06 E-1 LIGHTING AND POWER

07 E-2 ELECTRICAL DETAILS

0' 100' 200'

SCALE 1" = 200'0 1/2" 1"

0' 375' 750'

SCALE 1" = 750'0 1/2" 1"

Copyright Milone & MacBroom, Inc - 2018

Know what's below.before you dig.Call

R

www.cbyd.com

PROJECT LIMITS

PROJECT

LOCATION

TUXIS POND

BR

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LEY

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5

15

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5

1

1

1

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1

1

1

5

1

5

1

5

15

1

5

25

2

0

2

0

2

5

25

2

0

1

5

15

2

0

2

0

2

0

2

5

TIMBER DECK

10"Ø TIMBER PILE (TYP.)

RAILING POST (TYP.)

18"Ø CONCRETE PIER (TYP.)

WETLANDS LIMIT

30"x30" ELECTRIC

HAND HOLE (TYP. OF 3)

LIGHT POLE

BOLLARD/LIGHT

BASE (TYP. OF 12)

D

E

C

K

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.

.

.

RAILING POSTS NOT

CENTERED ON PILE

1

1

2

" CONDUIT RUNNING

ALONG BOARDWALK

.

1" & 1

1

2

" CONDUITS

RUNNING ALONG

BOARDWALK (BURIED)

1

1

2

" CONDUIT

RUNNING ALONG

BOARDWALK

PROPOSED TEMPORARY

SEDIMENT & EROSION CONTROLS

SHEET NAME

DATE

EX

PROJECT NO.

DESIGNED

---

SCALE

DRAWN

NPCHECKED

KP

APRIL 2019

1566-31

1"=40'-0"

EXIS

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No.

75-

133

- CO

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AC

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TUXI

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SHEET NO.

DES

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0' 20' 40'

0 1/2" 1"


S W

NE

SEDIMENT & EROSION CONTROL NOTES

IN GENERAL, ALL CONSTRUCTION ACTIVITIES SHALL PROCEED IN SUCH A

MANNER SO AS NOT TO POLLUTE ANY WETLANDS, WATERCOURSE, WATERBODY,

AND CONDUIT CARRYING WATER, ETC. THE CONTRACTOR SHALL LIMIT, INSOFAR

AS POSSIBLE, THE SURFACE AREA OF EARTH MATERIALS EXPOSED BY

CONSTRUCTION METHODS AND IMMEDIATELY PROVIDE PERMANENT AND

TEMPORARY POLLUTION CONTROL MEASURES TO PREVENT CONTAMINATION OF

ADJACENT WETLANDS, WATERCOURSES, AND WATERBODIES, AND TO PREVENT,

INSOFAR AS POSSIBLE, EROSION ON THE SITE.

CONSTRUCTION SEQUENCE

1. INSTALL CONSTRUCTION STAKING AND

SEDIMENT & EROSION CONTROLS.

2. REMOVE ±24' SECTION OF DECKING AT A TIME.

3. TEMPORARY SUPPORT JOISTS WHERE NECESSARY.

4. REMOVE SECTION OF RAILING (±24').

5. INSTALL NEW DECKING & RAILING PER DETAILS.

6. INSTALL NEW LIGHTING.

7. REPEAT STEPS 2 TO 5 FOR THE NEXT SECTIONS.

8. REMOVE CONSTRUCTION STAKING AND

SEDIMENT & EROSION CONTROLS.

SHEET NAME

DATE

PROJECT NO.

DESIGNED

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12'-0"

6'-0"

6'-0"

10'-0"

2'-0" LAP (TYP.)

2x10 (TYP.)

2x12 (TYP.)

6x6 RAILING

POST (TYP.)

PILE

BELOW

(TYP.)

EXISTING BOARDWALK FRAMING PLAN

SCALE:

1

4

"=1'-0"

2x8 (TYP.)

(3) - 2x12

2x6 WHERE APPLICABLE

10"Ø TIMBER

PILES (TYP.)

2x10 (TYP.)

SIMSPON

HANGER (TYP.)

3

4

"Ø BOLTS (TYP.)

2x6 DECKING

10'-0"

EXISTING BOARDWALK SECTION

ON TIMBER PILES

SCALE:

1

4

"=1'-0"

6x6 RAILING POST (TYP.)

Ex. Grade

10'-0"

2x6 DECKING

2x10 (TYP.)

(2) - 2x12

18"Ø CONCRETE PIER (TYP.)

6x6 TIMBER

RAILING POST

6x6 TIMBER WALL

GRADE

3

4

" BOLTS (TYP.)

EXISTING BOARDWALK SECTION

ON CONCRETE PIERS

SCALE:

1

4

"=1'-0"

Ex. Grade

3

1

2

"

5

1

2

"

5

1

2

"

36"

57"

3"

12'-0" (TYP.)

6'-0" (TYP.) 6'-0" (TYP.)

6x6 RAILING

POST (TYP.)

2x6 TOP RAIL

1x4

2x6 (TYP.)

PICKET (TYP.)

TOP OF DECK

POST GOES DOWN

TO CONCRETE PILE

POST GOES DOWN

TO CONCRETE PILE

POST LAG BOLTED

TO GIRDER

45"

EXISTING RAILING ELEVATION

SCALE:

1

2

"=1'-0"

TIMBER RAILING W/ CABLES

10'-0"

Ex. 2x10 (Typ.)

Ex. (2) - 2x12

INSTALL 2x12 ON OPPOSITE

SIDE OF PROPOSED POST

Ex. 18"Ø Concrete Pier (Typ.)

6x6 TIMBER POST

Ex. 6x6 Timber Wall

Ex. Grade

3

4

" BOLTS (TYP.)

2"x6" TIMBER

TOP RAIL

(9) -

5

32

"Ø STAINLESS STEEL

CABLES SPACED @ 4" (TYP.)

2"x6" TIMBER DECKING

BOARDWALK SECTION AT CONCRETE PIERS

(TIMBER RAILING W/ CABLES)

SCALE:

1

4

"=1'-0"

54"

4x6 TIMBER CURB

TAPER CURB TO GRADE AT

BOARDWALK ENTRANCES

2x6 TIMBER

BOTTOM RAIL

3"

4" MAX.

STEEL BRACKET TO CONNECT

PROPOSED POST TO

EXISTING CONCRETE PIER

Ex. Grade

NOTE

CONTRACTOR SHALL INCLUDE A COST

FOR (50) - 2x10 X 12 FEET LONG JOISTS

TO BE REMOVED & REPLACED IN THE

BID ITEM NO. 4 "REHABILITATION OF

TIMBER BOARDWALK..."

Ex. 2x8 (Typ.)

Ex. (3) - 2x12

Ex. 2x6

Ex. 10"Ø Timber Piles (TYP.)

Ex. 2x10 (Typ.)

Ex. Simpson

Hanger (Typ.)

Ex.

3

4

"Ø Bolts (Typ.)

2x6 TIMBER DECKING

10'-0"

BOARDWALK SECTION AT TIMBER PILES

(TIMBER RAILING W/ CABLES)

SCALE:

1

4

"=1'-0"

6x6 TIMBER

POST (TYP.)

54"

3"

4" MAX.

2"x6" TIMBER

TOP RAIL

(9) -

5

32

"Ø STAINLESS STEEL


2x6 TIMBER

BOTTOM RAIL

Ex. Grade

(2) - L-ANGLES TO CONNECT

POST TO EXISTING JOIST

SEE DETAIL SHEET SD-2

SD-1

KP NP KP

1566-31

AS NOTED

SITE

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GENERAL NOTES

1. THE CONTRACTOR SHALL OBTAIN A BUILDING PERMIT PRIOR TO THE BEGINNING OF WORK.

2. TOP & BOTTOM RAILS, POSTS, DECKING AND SUPPORT BEAMS SHALL BE PRESSURE

TREATED (SEE WOOD PRESERVATIVE TREATMENT NOTES BELOW).

3. ALL NAILS, SCREWS, CONNECTORS, BRACKETS, PLATES, AND FASTENERS ARE TO BE

HOT-DIP GALVANIZED.

4. HILTI EXPANSION BOLTS TO BE STAINLESS STEEL.

5. RAILING CABLES TO BE STAINLESS STEEL.

6. EXISTING BOARDWALK SUBSTRUCTURE TO REMAIN AS IS.

FASTENING NOTES

1. JOISTS TO POSTS - 1/2"Ø LAG BOLTS & 3/4"Ø THRU BOLTS AS SHOWN ON DETAILS.

2. DECKING TO JOISTS - 3" GALVANIZED SCREWS.

3. RAILINGS TO POSTS - 3" GALVANIZED SCREWS.

4. RAILING CABLES TO POSTS PER MANUFACTURER'S RECOMMENDATIONS.

BOARDWALK

PART 1 - GENERAL

DESCRIPTION OF WORK:

BOARDWALK CONSTRUCTION INCLUDES THE FOLLOWING TYPES OF WORK:

· STAINLESS STEEL CABLE RAILING

· WOOD FRAMING

· TIMBER DECKING

REFERENCES

LUMBER STANDARDS: COMPLY WITH PS 20 AND WITH APPLICABLE RULES OF THE RESPECTIVE

GRADING AND INSPECTING AGENCIES FOR SPECIES AND PRODUCTS INDICATED.

SUBMITTALS

PRODUCT DATA: SUBMIT MANUFACTURER'S SPECIFICATIONS AND INSTALLATION INSTRUCTIONS

FOR MATERIALS LISTED BELOW:

WOOD TREATMENT DATA: SUBMIT TREATMENT MANUFACTURER'S INSTRUCTIONS FOR PROPER

USE OF EACH TYPE OF TREATED MATERIAL.

PRESSURE TREATMENT: FOR EACH TYPE SPECIFIED, INCLUDE CERTIFICATION BY TREATING

PLANT STATING CHEMICALS AND PROCESS USED, NET AMOUNT OF PRESERVATIVE RETAINED

AND CONFORMANCE WITH APPLICABLE STANDARDS.

PRODUCT HANDLING

DELIVERY AND STORAGE: KEEP MATERIALS DRY AT ALL TIMES. PROTECT AGAINST EXPOSURE TO

WEATHER AND CONTACT WITH DAMP OR WET SURFACES. STACK LUMBER AND PLYWOOD, AND

PROVIDE AIR CIRCULATION WITHIN STACKS.

PART 2 - PRODUCTS

MATERIALS

LUMBER, GENERAL

FACTORY MARK EACH PIECE OF LUMBER WITH TYPE, GRADE, MILL AND GRADING AGENCY,

EXCEPT OMIT MARKING FROM SURFACES TO BE EXPOSED WITH TRANSPARENT FINISH OR

WITHOUT FINISH.

NOMINAL SIZES ARE INDICATED, EXCEPT AS SHOWN BY DETAIL DIMENSIONS. PROVIDE ACTUAL

SIZES AS REQUIRED BY PS 20, FOR MOISTURE CONTENT SPECIFIED FOR EACH USE.

PROVIDE DRESSED LUMBER, S4S, UNLESS OTHERWISE INDICATED.

PROVIDE SEASONED LUMBER WITH 19% MAXIMUM MOISTURE CONTENT AT THE TIME OF

DRESSING.

PROVIDE SOUTHERN PINE LUMBER, ALL RAILING TO BE No. 1 GRADE S.Y.P. ALL JOISTS & BEAMS

TO BE No. 2 GRADE S.Y.P.

POSTS SHALL RUN FULL HEIGHT AND NO SPLICING ALLOWED.

MISCELLANEOUS MATERIALS

FASTENERS AND ANCHORAGES: PROVIDE SIZE, TYPE, MATERIAL AND FINISH AS INDICATED AND

AS RECOMMENDED BY APPLICABLE STANDARDS, COMPLYING WITH APPLICABLE FEDERAL

SPECIFICATIONS FOR NAILS, STAPLES, SCREWS, BOLTS, NUTS, WASHERS AND ANCHORING

DEVICES. PROVIDE METAL HANGERS AND FRAMING ANCHORS OF THE SIZE AND TYPE

RECOMMENDED BY THE MANUFACTURER FOR EACH USE INCLUDING RECOMMENDED NAILS.

PROVIDE FASTENERS AND ANCHORAGES WITH A HOT-DIP ZINC COATING (ASTM A 153).

WOOD PRESERVATIVE TREATMENT: ALL WOOD SHALL BE SOUTHERN YELLOW PINE, COMMODITY

SPECIFICATION 'A' TO THE REQUIREMENTS OF USE CATEGORY UC4A USING ACQ.

PART 3 - EXECUTION

MATERIALS, GENERAL

DISCARD UNITS OF MATERIAL WITH DEFECTS WHICH MIGHT IMPAIR QUALITY OF WORK, AND

UNITS WHICH ARE TOO SMALL TO USE IN FABRICATING WORK WITH MINIMUM JOINTS OR

OPTIMUM JOINT ARRANGEMENTS.

SET CARPENTRY WORK ACCURATELY TO REQUIRED LEVELS AND LINES, WITH MEMBERS PLUMB

AND TRUE AND ACCURATELY CUT AND FITTED.

SECURELY ATTACH CARPENTRY WORK TO SUBSTRATE BY ANCHORING AND FASTENING AS

SHOWN AND AS REQUIRED BY RECOGNIZED STANDARDS. COUNTERSINK SCREW AND NAIL

HEADS ON EXPOSED CARPENTRY WORK AND RILL HOLES. SELECT FASTENERS OF SIZE THAT

WILL NOT PENETRATE MEMBERS WHERE OPPOSITE SIDE WILL BE EXPOSED TO VIEW. MAKE

TIGHT CONNECTIONS BETWEEN MEMBERS. INSTALL FASTENERS WITHOUT SPLITTING OF WOOD;

PRE-DRILL AS REQUIRED.

ADA ACCESSIBILITY THE ENTIRE BOARDWALK IS TO BE HANDICAP ACCESSIBLE. CONTRACTOR

TO MAINTAIN EXISTING ELEVATIONS.

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SHEET NAME

DATE

PROJECT NO.

DESIGNED

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SHEET NO.

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SD-2

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1566-31

AS NOTED

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18"Ø

SECTION

ELEVATION

TS 6x6x

1

2

"

WELDED TO

STEEL BASE PLATE

18"Ø CONCRETE

FOOTING

(4) -

3

4

"Ø STAINLESS STEEL

HILTI EXPANSION BOLTS

W/ MIN 6" EMBEDMENT

12"x12"x

1

2

"

STEEL BASE PLATE

TS 6x6x

1

2

"

WELDED TO

STEEL BASE PLATE

6" 6"

6"

6"

1'-0"

1'-0"

SIDE VIEW

6"x6" POST

SHAVE BOTTOM 8"

AS REQUIRED TO

FIT INTO TS

8"

(2) -

3

4

"Ø THRU BOLTS

3" (TYP.)

2"

2"

1

2

"

BOARDWALK POST TO CONCRETE PILE BRACKET DETAIL

SCALE:

3

4

" = 1'-0"

NOTES

1. AFTER THE TS SECTION IS WELDED TO THE

BASE PLATE, THE ENTIRE BRACKET IS TO BE

HOT-DIPPED GALVANIZED.

2. PROVIDE SHOP DRAWINGS FOR TRIM

BOARD AND STEEL BRACKET FOR APPROVAL.

TS 6x6x

1

2

"

WELDED TO

STEEL BASE PLATE

(4) -

3

4

"Ø STAINLESS STEEL

HILTI EXPANSION BOLTS

W/ MIN 6" EMBEDMENT

TS 6x6x

1

2

" (L=8")

(2) - 4x4 BLOCKING

EACH SIDE (TYP.)

(2) -

1

2

"Ø LAG BOLTS

EACH SIDE (TYP.)

(2) -

3

4

"Ø THRU BOLTS

6x6 RAILING POST

Ex. Joist (Typ.)

2" (TYP.)

1'-3"x8"x

1

2

" PLATE

NOTCH

1

2

" PLATE

INTO EX. JOIST

PLAN

4" (TYP.)

2"

(TYP.)

6x6 RAILING POST

TS 6x6x

1

2

" (L=8")

1

2

"Ø THRU BOLT

(2) -

1

2

"Ø LAG BOLT

EACH SIDE (TYP.)

Ex. Joist

(2) - 4x4 BLOCKING

EACH SIDE (TYP.)

ELEVATION

INTERMEDIATE POST CONNECTION

SCALE: 1

1

2

"=1'-0"

2x6 DECK

1'-3"x8"x

1

2

" PLATE

(TYP.)

1

2

"

1

2

"

4" (TYP.)

Ex. Conduit

(TYP.)

1

2

"

1

2

"

1'-3"

12'-0" (TYP.)

6'-0" (TYP.) 6'-0" (TYP.)

TOP OF DECK

POST GOES DOWN

TO CONCRETE PILE

POST GOES DOWN

TO CONCRETE PILE

POST BOLTED

TO JOIST

TYPICAL RAILING ELEVATION

SCALE:

1

2

"=1'-0"

4" MAX.

(9) -

5

32

"Ø STAINLESS STEEL


54"

3"

2x6 TOP RAIL

2x6 BOTTOM RAIL (TYP.)

3'-0" 3'-0"3'-0" 3'-0"

STEP LIGHTING (TYP.)

ADDITIONAL 2x6 (L=8")

SISTER CONNECTION BEYOND

AT ALL STEP LIGHT LOCATIONS

6x6 POST (TYP.)

TOP OF DECK

RAILING POST BEYOND

2x6 TOP RAIL




2x6 BOTTOM RAIL

RAILING CABLE (TYP.)

SEE ENLARGED DETAIL 'A'

ON THIS SHEET

2x6 TOP RAIL




1

1

4

"

WP BOX FOR WIRE SPLICE.

HUBBELL 5372 OR EQ.

1

1

2

"

STEP LIGHT

(WALKWAY SIDE)

2" DIA. CORE

3

3

8

"

RAILING POST

BEYOND

CONDUIT TO

NEXT FIXTURE

ENLARGED DETAIL 'A'

SCALE: 3"=1'-0"

RAILING CABLE (TYP.)

L5x5x

1

2

" (L=8")

(2) - 4x4 BLOCKING

EACH SIDE (TYP.)

(2) -

1

2

"Ø LAG BOLTS

EACH SIDE (TYP.)

(2) -

1

2

"Ø THRU BOLTS

6x6 RAILING POST

Ex. Joist (Typ.)

2"

(TYP.)

PLAN

4" (TYP.)

2"

(TYP.)

6x6 RAILING POST TO

SIT ON TOP OF JOIST

L5x5x

1

2

" (L=8")

3

4

"Ø THRU BOLT

(2) -

1

2

"Ø LAG BOLT

EACH SIDE (TYP.)

Ex. Joist

(2) - 4x4 BLOCKING

EACH SIDE (TYP.)

ELEVATION

RAILING POST CONNECTION AT TIMBER PILES

SCALE: 1

1

2

"=1'-0"

2x6 DECK

2" (TYP.)

Ex. (3) - 2x12

Ex. 10"Ø PILE

Ex. (3) - 2x12 Below

Ex. 10"Ø Pile Below

2x12 AT CONCRETE FOOTINGS POSTS

SCALE: 1

1

2

"=1'-0"

6x6 RAILING POST

Ex. Joist

2x6 DECK

Ex. (2) - 2x12

2x12

1

2

"Ø THRU BOLT

BOARDWALK ENTRANCE FROM

ADJACENT PARKING LOTS / BUILDINGS

4x6 TIMBER

CURB (TYP.)

TOP OF WALKING SURFACE

Ex. Timber Wall Below

6" (TYP.)

TAPER CURB TO

GRADE (TYP.)

BOARDWALK ENTRANCE FROM

ADJACENT PARKING LOTS / BUILDINGS

4x6 TIMBER

CURB (TYP.)

BOARDWALK

TAPER CURB TO

GRADE (TYP.)

6" (TYP.)

PLAN

ELEVATION

TIMBER CURB AT BOARDWALK ENTRANCES

SCALE:

1

2

"=1'-0"

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SHEET NAME

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PROJECT NO.

DESIGNED

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SHEET NO.

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SD-3

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AD

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10'-0"

Ex. 2x10 (Typ.)

Ex. (2) - 2x12




6x6 WESTERN RED

CEDAR POSTS

CLASS D OR BETTER

Ex. 6x6 Timber Wall

Ex. Grade

3

4

" BOLTS (TYP.)

2"x6" TIMBER DECKING

ADD- ALTERNATE NO. 1 - BOARDWALK SECTION

AT CONCRETE PIERS

SCALE:

1

2

"=1'-0"

4x6 TIMBER CURB


BOARDWALK ENTRANCES

Ex. Grade

2"x6" WESTERN

RED CEDAR

TOP RAIL

(9) -

5

32

"Ø STAINLESS STEEL


54"

2x6 WESTERN

RED CEDAR

BOTTOM RAIL

3"

4" MAX.


PROPOSED POST TO


Ex. 2x8 (Typ.)

Ex. (3) - 2x12

Ex. 2x6


Ex. 2x10 (Typ.)

Ex. Simpson

Hanger (Typ.)

Ex.

3

4

"Ø Bolts (Typ.)

2x6 TIMBER DECKING

10'-0"

ADD-ALTERNATE NO. 1 - BOARDWALK SECTION

AT TIMBER PILES

SCALE:

1

2

"=1'-0"

6x6 WESTERN RED

CEDAR POSTS

CLASS D OR BETTER

(TYP.)

Ex. Grade

54"

3"

4" MAX.

2"x6" WESTERN

RED CEDAR

TOP RAIL

(9) -

5

32

"Ø STAINLESS STEEL


2x6 WESTERN

RED CEDAR

BOTTOM RAIL

SIMILAR TO "INTERMEDIATE

POST CONNECTION"

SEE DETAIL ON SHEET SD-1

ADD-ALTERNATE NO. 3 - LEGI

Ex. 2x8 (Typ.)

Ex. (3) - 2x12

Ex. 2x6


Ex. 2x10 (Typ.)

Ex. Simpson

Hanger (Typ.)

Ex.

3

4

"Ø Bolts (Typ.)

2x6 COMPOSITE DECKING

10'-0"


AT TIMBER PILES

(LEGI)

SCALE:

1

2

"=1'-0"

54"

42"

2x6 WESTERN

RED CEDAR

TOP RAIL (TYP.)

38"x6'-0"" WIRE MESH PANELS ROUTE

POST TO ACCEPT PANEL & SECURE TO

POST W/ (2) - L2"x2"x

1

4

" ANGLES

FIELD CUTTING OF MESH PANELS WILL

BE NECESSARY TO INSTALLATION

(SEE SPECIFICATIONS)

6x6 WESTERN RED CEDAR POSTS

CLASS D OR BETTER (TYP.)

10'-0"

Ex. 2x10 (Typ.)


Ex. 6x6 Timber Wall

Ex. Grade

3

4

" BOLTS (TYP.)

2"x6" COMPOSITE DECKING


AT CONCRETE PIERS

(LEGI)

SCALE:

1

2

"=1'-0"

4x6 TIMBER CURB


BOARDWALK ENTRANCES

Ex. (2) - 2x12



54"

42"

2x6 WESTERN

RED CEDAR

TOP RAIL

6x6 WESTERN RED CEDAR POSTS

CLASS D OR BETTER

38"x6'-0"" WIRE MESH PANELS ROUTE

POST TO ACCEPT PANEL & SECURE TO

POST W/ (2) - L2"x2"x

1

4

" ANGLES

FIELD CUTTING OF MESH PANELS WILL

BE NECESSARY TO INSTALLATION

(SEE SPECIFICATIONS)


PROPOSED POST TO


Ex. Grade

Ex. Grade

ADD-ALTERNATE NO. 2

REPLACE 2"x6" TIMBER DECKING WITH COMPOSITE DECKING

TYPE & COLOR TO BE APPROVED BY TOWN OF MADISON.

TOP RAIL NOT AS SHOWN

SEE DETAILS ON THIS SHEET

ADD-ALTERNATE NO. 1

ADD-ALTERNATE NO. 3

ADD-ALTERNATE NO. 4

TIMBER DECKING WITH TIMBER POSTS, TIMBER RAIL & LEGI RAILING.

TYPE & COLOR TO BE APPROVED BY TOWN OF MADISON.

APRIL 2019

STA

TE P

RO

JEC

T N

o. 7

5-13

3 - C

ON

TRA

CT

1

1566-31

TUXI

S PO

ND

BRADLEY ROAD

U.S. HWY 1

DU

RH

AM R

OAD

SHEET NAME

DATE

PROJECT NO.

DESIGNED

SCALE

DRAWN CHECKED

SHEET NO.

DES

CR

IPTI

ON

BY

DA

TE

0' 25' 50'

0 1/2" 1"

#######################################

E1

1" = 50'

1 0F 2

M.S. M.S. RRB

18.161

MA

DIS

ON

, CO

NN

ECTI

CU

T

TU

XIS

PON

D W

ALK

WA

Y IM

PRO

VEM

ENTS

TUXI

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ND

WA

LKW

AY

LIG

HTI

NG

AN

D P

OW

ER

SW

N

E

APRIL 2019

STA

TE P

RO

JEC

T N

o. 7

5-13

3 - C

ON

TRA

CT

1

·

·

·

·

·

·

·

12'-0" (TYP.)

6'-0" (TYP.) 6'-0" (TYP.)

TOP OF DECK

TYPICAL RAILING ELEVATION ( BACK SIDE)

SCALE:

1

2

"=1'-0"

3'-0" 3'-0"3'-0" 3'-0"

STEP LIGHTING (TYP.)

FROM THE TRANSFORMER

TO ADDITIONAL

'A' FIXTURES

PVC 'T' FITTING WP BOX BEHIND 'A' FIXTURE

TO ADDITIONAL

'A' FIXTURES

3/4" PVC WITH

12V THHN WIRING (TYP)

RAIL SECTION

SCALE:

1

2

"=1'-0"

CONDUIT BODY TO

'T' TO TYPE 'A' FIXTURES

3/4" PVC MTD

TO POST

NEMA 3R TRANSFORMER

EXISTING NEMA 4

BOX SERVING REMOVED

STEP LIGHT

SHEET NAME

DATE

PROJECT NO.

DESIGNED

SCALE

DRAWN CHECKED

SHEET NO.

DES

CR

IPTI

ON

BY

DA

TE

#######################################

E2

AS NOTED

2 0F 2

ELEC

TRIC

AL

DET

AIL

S

M.S. M.S. RRB

18.161

MA

DIS

ON

, CO

NN

ECTI

CU

T

TU

XIS

PON

D W

ALK

WA

Y IM

PRO

VEM

ENTS

TUXI

S PO

ND

WA

LKW

AY

APRIL 2019

STA

TE P

RO

JEC

T N

o. 7

5-13

3 - C

ON

TRA

CT

1

project state project no. 75-133 - contract 1 mmi project …€¦ · 02/05/2019 · project no....

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