NOTE:

THIS DRAWING CONSISTS OF TWO SHEETS.

DRAWING IS CALLED FOR IN THE PLANS.

SHALL CONFORM TO THE STANDARD SPECIFICATIONS AND APPLICABLE SPECIAL PROVISIONS.

DETAILS OF CONSTRUCTION, MATERIALS AND WORKMANSHIP NOT SHOWN ON THIS DRAWING

THE BILL OF MATERIALS SHALL BE INCLUDED IN THE PROPOSAL.

METHOD OF HANDLING DRAINAGE SHALL BE DETERMINED IN FIELD BY THE ENGINEER.

a.

TO FLOW OVER NATURAL GRADE.

END OF FLUME OPEN, OMIT DRAIN, SOIL PIPE AND DRY WELL. ALLOW WATER

IN SANDY OR GRAVELLY AREAS OR SITES WITH GOOD NATURAL DRAINAGE, LEAVE

POINT OR DITCH.

IF FEASIBLE, EXTEND FIBER OR ASBESTOS CEMENT PIPE TO A NATURAL DRAINAGE

FILLED WITH NO. 2 (AS DEFINED IN STANDARD SPECIFICATIONS) COARSE AGGREGATE.

IN ALL OTHER CASES CONSTRUCT DRY WELL AS INDICATED. DRY WELL SHALL BE

b.

c.

"DRILLING WELLS" SECTION OF THE STANDARD SPECIFICATIONS.

THE PUMP SHALL BE INSTALLED ACCORDING TO THE REQUIREMENTS LISTED IN THE

USE 5’-0" X 7’-0" PLATFORM WHEN OVERHEAD SHELTER IS NOT PART OF CONTRACT.a.

USE 7’-0" X 14’-0" PLATFORM WITH OVERHEAD SHELTER.b.

ALL DIMENSIONS SHOWN ARE NOMINAL.

INSERTING BOLTS.

TIGHTENED. ALL BOLT HOLES SHALL BE SOAKED WITH PENTACHLOROPHENOL BEFORE

BOLTS SHALL HAVE LOCK WASHERS AND THREADS BATTERED AFTER NUTS ARE

LARGE SIZE WASHERS SHALL BE USED WITH EACH CARRIAGE BOLT AT EACH END. �"

PULLING PUMP, IF REQUIRED.

SHELTER TO BE LOCATED SO THAT TRAP DOOR IS DIRECTLY OVER PUMP TO FACILITATE

SPECIFICATIONS.

SHALL BE TREATED WITH PENTACHLOROPHENOL IN ACCORDANCE WITH THE STANDARD

OF THE STANDARD SPECIFICATIONS ENTITLED, "TIMBER RAIL GUARD FENCE", AND

TIMBER POSTS SHALL BE FURNISHED AND PLACED IN ACCORDANCE WITH THE SECTION

WITH THE SECTION OF THE STANDARD SPECIFICATIONS ENTITLED, "TIMBER STRUCTURES".

LUMBER FOR SHELTER SHALL BE UNTREATED AND FURNISHED AND PLACED IN ACCORDANCE

12 INCH, THICK-BUTT, DARK BROWN. ROOFING FELT SHALL BE STANDARD 15 LB. FELT.

ROOFING SHALL BE ASPHALT SHINGLES, MINIMUM 235 LBS. PER 100 SQUARE FEET.

"PAINT-BROWN".

STAIN CONFORMING TO THE SECTION OF THE STANDARD SPECIFICATIONS ENTITLED,

THE ABOVE GROUND PORTION OF THE SHELTER SHALL RECEIVE TWO COATS OF DARK BROWN

STRUCTURAL STEEL AND MISCELLANEOUS METALS".

ACCORDANCE WITH THE SECTION OF THE STANDARD SPECIFICATIONS ENTITLED, "PAINTING-

PAINTED DARK BROWN, WITH RUST INHIBITIVE PAINT. PAINTING SHALL BE DONE IN

METAL BAR STRAP ANCHORS, METAL ROOF BRACING, AND METAL DRIP EDGE SHALL BE

NOTED.

THE WELDED STEEL WIRE FABRIC SHALL BE EMBEDDED 2 INCHES CLEAR UNLESS OTHERWISE

SHELTER

PUMP AND WELL PLATFORM

BOTH SHEETS ARE REQUIRED WHEN THIS

3’-6" 3’-6"

12:1 RAMP MAX.

8’-9"

10’-0"

8" X 8" POSTS

12

5PITCH

2" X 4" HEADER

1" X 3" BOARD CLEATS

�" EXTERIOR PLYWOOD

HOOK

5’-4 �"

2’-

10"

2"

6’-

8"8’-

7 �

"

3"

FABRIC

WELDED STEEL WIRE

6" X 6" NO. 10

4’-4"

2’-0"

DRY WELL

4’-

0"

LENGTH. SLOPE 4" IN 20’

CEMENT PIPE 20’ MIN.

4" FIBER OR ASBESTOS

�" BOLT

�" X 5" LAG SCREWS

METAL DRIP EDGE

�" EXTERIOR PLYWOOD

DOOR

TRAP

14’-0"

RAFTERS

2" X 4"

3 �" F.H.

WOOD SCREWS

FOUNTAIN TYPE PUMP

SANITARY DRINKING

AND ROOFING FELT

ASPHALT SHINGLES

1’-4"

1’-4"1’-1"

STEEL WIRE FABRIC

6" X 6" NO. 10 WELDED

LAG SCREWS

�" X 4"

(BOTH ENDS)

STEEL BAR

1 �" X �" X 3’-4"

AND BRACE

SUPPORT

2" X 4" SEAT

DRY WELL

2 - 2" X 6" SEAT

3’-0"

6"6"

CONCRETE PLATFORM

12:1 RAMP MAX.

OF HANDLE

LOCATION

CASING

WELL2 - 2" X 4" BACK

10"

1’-0"

5’-9 �"

5’-

0"

7’-

0"

SH

EL

TE

R IN

CL

UD

ED

SH

EL

TE

R

EX

CL

UD

ED-P

LA

TF

OR

M

ON

LY

5’-

0"

5’-0"

SHELTER EXCLUDED-PLATFORM ONLY

**7’-0"

SHELTER INCLUDED

14’-0"

**TOTAL PERIMETER BOTTOM OF FOOTING 6"

5’-

6"

1’-5"

1’-3"

3’-

6"

6"

BAR STRAP ANCHORS

4" X �" X 2’-2" FLAT

CENTER POST

BAR STRAP ANCHORS

4" X �" X 1’-9" FLAT

FOR THE TWO SIDE POSTS

1’-11"

3’-6"

4"

BOLTS WITH NUT AND WASHER

�" | X 10" GALVANIZED

1" NOMINAL

2" NOMINAL6"

1’-0"

2" NOMINAL 11"

5"

5"

1’-4"

2’-

0"

4"

5"

GENERAL NOTES

SIDE ELEVATION

PLAN VIEW

END ELEVATION

END ELEVATION

PLAN VIEW

9�" 1’-9�"

1’-2�"

1’-2�"

DEPARTMENT OF TRANSPORTATION

STATE OF WISCONSIN

66

S.D.D. 14

C

6-5a

S.D.D. 14

C

6-5a

PUMP AND WELL PLATFORM

WAYSIDE WELL SHELTER AND

SDD 14c6-a Wayside Well Shelter and Pump and Well Platform

Version 5 Standard Detail Drawing 14C6 (sheet a) April 18, 2003

Wayside Well Shelter and Pump and Well Platform

References:

NONE

Bid items associated with this drawing:

ITEM NUMBER DESCRIPTION UNIT

NONE

Standardized Special Provisions associated with this drawing:

STSP NUMBER TITLE

NONE

Other SDDs associated with this drawing:

NONE

Design Notes:

NONE

Contact Person:

LeAnna Wall (608) 266-8665

SIDE VIEW

END VIEW

DRAIN DETAIL

ASSEMBLY DETAIL

BAR BENDING DETAIL

AIR COCK

BRASS

PIPE PLUG

�" ALLEN

FIT

GASKET FOR SNUG

LEAD OR RUBBER

PIPE GUIDE

6" WELL CASING

1’-0"

5"

5’-0"

MIN.

10’-0"

3"

1’-6"

2’-

9"

*

AIR COCK

IN TOP. FASTENED TO

SCREW DRIVER SLOT

�" | ROD WITH*

2" X 6" RIDGE

�" X 3" LAG SCREWS

�" BOLTS

�" BOLTS

8" X 8" POST

2 - 2" X 6" PLATE

2" X 6" BRACE

2" X 4" RAFTER

(BOTH SIDES)

ANGLE PLATE

3" X 3" X �" X 5 �"

ANGLE PLATE (BOTH SIDES)

3" X 3" X �" X 5 �"

2" X 6

" CROSS

ARM

GALVANIZED PIPE

2" X 1’-9"DRAIN

4" | C.I.

WELL CASING

2"

1’-0" 1"

WIRE FABRIC

WELDED STEEL

6" X 6" NO. 10

WATERPROOF SEALING COMPOUNMD

BACKFILL WITH ASPHALT

COLLAR

�" SHAFT

1’-6"

4"6"

1"

5"

1’-0"

1"

PUMP DETAIL

1"

�"

STEEL BAR

1 �" X �" X 3’-4"

135°

135°

4"

4"

NOTE:

THIS DRAWING CONSISTS OF TWO SHEETS.

DRAWING IS CALLED FOR IN THE PLANS.

BOTH SHEETS ARE REQUIRED WHEN THIS

�" X 5" LAG SCREWS

CHIEF ROADWAY DEVELOPMENT ENGINEER

DEPARTMENT OF TRANSPORTATION

STATE OF WISCONSIN

APPROVED

DATE

FHWA

66

S.D.D. 14

C

6-5b S

.D.D. 14

C

6-5b

PUMP AND WELL PLATFORM

WAYSIDE WELL SHELTER AND

/S/ Rory L. Rhinesmith3/13/98

SDD 14c6-b Wayside Well Shelter and Pump and Well Platform

Version 5 Standard Detail Drawing 14C6 (sheet b) April 18, 2003

Wayside Well Shelter and Pump and Well Platform

References:

NONE

Bid items associated with this drawing:

ITEM NUMBER DESCRIPTION UNIT

NONE

Standardized Special Provisions associated with this drawing:

STSP NUMBER TITLE

NONE

Other SDDs associated with this drawing:

NONE

Design Notes:

NONE

Contact Person:

LeAnna Wall (608) 266-8665